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065513 - Construction-Related - Contract - Mario Sinacola & Sons Excavating, Inc.
CSC No. 65513 FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF MCCART AVENUE (PHASE 1) (FROM N. CROWLEY-CLEBURNE ROAD TO W. RISINGER ROAD) AND MCCART AVENUE PHASE 2 (FROM TWINLEAF DRIVE TO N. CROWLEY-CLEBURNE ROAD) & MCPHERSON BOULEVARD (FROM W. CLEBURNE RD TO MCCART AVENUE) City Project No. CO2505 Mattie Parker Jesus "Jay" Chapa Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works Department Stormwater Department Water Department 2025 r'Sp�F OF•'T�k9�1 y Bridgefarmer & Associates, Inc. r ' MANSA R. MOTON 2350 Valley View Lane q' 111594 '�i Idlq.2oa� Dallas, TX 75234 TBPE Registration No. 264 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX FORT WORTH. City of Fort Worth Table of Contents Adopted September 2011 00 00 00 TABLE OF CONTENTS SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Page 1 of 9 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 00 45 11 Bidders Prequalifications 08/13/2021 0045 12 Prequalification Statement 09/30/2021 0OA i 3Pr-equa4ifieatieft06 n 3/2 r» c 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 Payment 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 1 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 S ecial 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 55 26 Street Use Permit and Modifications to Traffic Control 03/22/2021 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Signage 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 01 77 19 Closeout Requirements 03/22/2021 01 78 23 Operation and Maintenance Data 12/20/2012 CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 00 00 00 TABLE OF CONTENTS Page 2 of 9 01 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 17L ►�119 Date Division 02 - Existing Conditions Modified 02vz 41 14 onment 0244-4-5 Division 03 - Concrete Division 26 - Electrical Division 31- Earthwork liivisiion 3L - r:xterior 3'�T 2-0 i4 o �'�9 EenEreak CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 00 00 00 TABLE OF CONTENTS Page 3 of 9 Division 33 - Utilities al 4w.. .iAZT ., ,. _ waw!!,E� •. MA • • . , - CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 00 00 00 TABLE OF CONTENTS Page 4 of 9 Division i pooi . 41 10.01 .. MU .'lEr •. TxDOT Specifications Traffic Signals 400 Excavation and Backfill for Structures 403 Temporary Special Shoring 416 Drilled Shaft Foundations 420 Concrete Substructures 422 Concrete Superstructures 423 Retaining Walls CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 00 00 00 TABLE OF CONTENTS Page 5 of 9 425 Precast Prestressed Concrete Structural Members 432 Ri ra 442 Metal for Structures 450 Railing 454 Bridge Expansion Joints 556 Pipe Underdrains Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.gov/tpw/contractors/ or https:Happs.fortworthtexas.gov/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 26 05 00 Common Work Results for Electrical 03/11/2022 2605 10 Demolition for Electrical Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi -Duct Conduit 02/26/2016 Division 31- Earthwork 31 00 00 Site Clearing 03/22/2021 3123 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 04/29/2021 31 36 00 Gabions 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 1123 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 -3 Gemerr T-feated Base Cetffsess 064i 32-4-3-7Stabilizef09A21 045 32 12 16 Asphalt Paving 6/07/2024 CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 00 00 00 TABLE OF CONTENTS Page 6 of 9 32 12 73 Asphalt Paving Crack 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 13 73 Concrete Paving Joint Sealants 12/20/2012 324446 12QO/201 32 16 13 Concrete Curb and Gutters and Valley Gutters 12/09/2022 32 17 23 Pavement Markings 06/10/2022 2 J-2-Addressi�iz 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 32 32 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 32 92 14 Non -Native Seeding 05/13/2021 3292 15 Native Grass and Wildflower Seeding 10/06/2023 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities nano ink 33 01 31 Closed Circuit Television (CCTV) Inspection — Sanitary Sewer 03/11/2022 33 01 32 Closed Circuit Television (CCTV) Inspection — Storm Drain 12/08/2023 3303 10 Bypass Pumping of 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 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 21 Tunnel Liner Plate 12/20/2012 33 05 22 Steel Casing Pie 12/20/2012 33 05 23 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 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 03/07/2025 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 00 00 00 TABLE OF CONTENTS Page 7 of 9 334444 1 71 /7z 33 1220 Resilient Seated Gate Valve 05/06/2015 33 1221 AWWA Rubber -Seated Butterfly Valves 04/23/2019 33 1225 Connection to Existing Water Mains 02/06/2013 33 1230 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 1240 Fire Hydrants 01/03/2014 33 1250 Water Sample Stations 12/20/2012 33 1260 Standard Blow -off Valve Assembly 06/19/2013 22 3 17 aee12Qn/2012 2 — l 1r23Fiber-glass1 2 /7 -2 4;-344-5 nn /0 2� /moo 33-34—MSewer-nono /n�2-2 22 3121 �z pipe 1�Q0,12012 r�-avravzz 22 3 7 �z7 12/20/2012 22 21 72 1�Q0,12012 rz�-avravzz 33-34-5-50 n n /3 22moo 3 � 12/20/2 �1�1nl 3 �1'n 13 1/2 02 4 2 2 er-eeessambeF1 7 /'1� n lei 2 2�o nA /7�T 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 22 .11 1 1 �r 1 �/2n/2n1 2 rz�-avrivzz 1 1 /4 -1 /�n 11-5 22 n t l 2-peor- T✓--^r(rzn�n non n/!r»2, vvrrvrav�.z -3- 1 7 /7�-2 04! 01 2 07/044044 22 n� n2 T✓---rv--vz Trammel, D-affi n�/n1/2n11 v-rrvrrcvi-r 3349 10 Cast -in -Place Manholes and Junction Boxes 12/13/2024 33 49 20 Curb and Drop Inlets 03/11/2022 33 49 40 Storm Drainage Headwalls and Win walls 07/01/2011 Division 34 - Transportation 3441 10 Traffic Signals 03/11/2022 3441 10.01 Attachment A — Controller Cabinet 12/18/2015 3441 10.02 Attachment B — Controller Specification 02/2012 3441 10.03 Attachment C — Software Specification 01/2012 3441 11 Temporary Traffic Signals 11/22/2013 3441 13 Removing Traffic Signals 03/11/2022 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 34 41 50 Single -Mode Fiber Optic Cable 02/26/2016 3471 13 Traffic Control 03/22/2021 CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 00 00 00 TABLE OF CONTENTS Appendix Page 8 of 9 GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Small Business Utilization Form GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 6/16/26, 10:49 AM M&C Review Official site of the City of Fort Worth, Texas CITY COUNCIL AGENDA FOR H Create New From This M&C DATE: 6/9/2026 REFERENCE **M&C 26- LOG NAME: 20MCCART AVE. & NO.: 0503 MCPHERSON BLVD CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: (CD 6) Authorize Execution of a Contract with Mario Sinacola & Sons Excavating, Inc., in the Amount of $35,426,440.53 for the Construction of the McCart Avenue and McPherson Boulevard Project RECOMMENDATION: It is recommended that the City Council authorize execution of a contract with Mario Sinacola & Sons Excavating, Inc., in the amount of $35,426,440.53 for the construction of the McCart Avenue and McPherson Boulevard project (City Project No. CO2505). DISCUSSION: The purpose of this Mayor and Council Communication (M&C) is to authorize execution of a contract with Mario Sinacola & Sons Excavating, Inc., in the amount of $35,426,440.53 for the construction of the McCart Avenue and McPherson Boulevard project (City Project No. CO2505). This project will construct an extension of McCart Avenue from south of Risinger Road to Twinleaf Drive, as well as an extension of McPherson Boulevard from West Cleburne Road to the proposed extension of McCart Avenue. The extension of McCart Avenue will be a four -lane divided concrete road to the intersection of McPherson Boulevard, as well as a three -lane undivided concrete road south of McPherson Boulevard. McPherson Boulevard will be a four -lane divided concrete road. The project scope includes water mains, drainage, three bridges, retaining walls, illumination, signing, pavement markings, and two roundabouts. The project was advertised for bid on January 21, 2026, and January 28, 2026, in the Fort Worth Star -Telegram. On March 12, 2026, the following bids were received: Bidders Amount Base Bid I Alternate A I Alternate B Mario Sinacola & Sons Excavating, Inc. $33,873,996.53 $35,426,440.53 $35,591,500.53 McMahon Contracting, LP I $34,583,520.01 $36,361,071.17 $36,550,098.40 Tiseo Paving Company, LLC I $35,727,033.10 $38,042,873.00 $38,323,034.20 McCarthy Building Companies I $35,926,682.84 $37,966,757.78 $37,398,534.77 Jackson Construction, Ltd. $36,860,717.60 $38,088,264.60 $38,273,134.60 *The procurement included alternate bids for storm drainpipe. It was advertised with a base bid excluding storm drainpipe, an Alternate A including reinforced concrete pipe, and an Alternate B including HP Storm Polypropylene Pipe. Staff recommend awarding Alternate A, which is the most economical option. During project development, significant revisions were required to minimize the impact on the Waters of the US (Clean Water Act) and associated budget impacts, causing schedule delays. In addition, apps.cfwnet.org/counciI_packet/mc_review.asp? ID=34545&cou nci Idate=6/g/2026 1 /3 6/16/26, 10:49 AM M&C Review attempts to negotiate land rights with the three main property owners, and ultimately going through eminent domain to secure the land, delayed the project several more years. Fund Existing Funding Additional Project Total Funding 34014 — 2014 Bond $23,024,890.32 I $0.00 I $23,024,890.32 Program Fund 30108 — 7,507,013.52 0.00 7,507,013.52 Transportation Impact Fee Cap Fund 30108 — 10,145,000.00 0.00 10,145,000.00 Transportation Impact Fee Cap Fund 56002 — W&S Capital 5,000.00 0.00 5,000.00 Projects Fund Project Total 1 $40,681,903.84 I $0.00 I $40,681,903.84 Funding is budgeted in the 2014 Bond Program, the Transportation Impact Fee Cap, and General Capital Projects Funds, for the Transportation and Public Works Department for the purpose of funding the McCart Avenue and McPherson Boulevard project (City Project No. CO2505). Mario Sinacola & Sons Excavating, Inc. is in compliance with the City's 30\% Small Business goal. The project is located in COUNCIL DISTRICT 6. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that funds are available in the current capital budget, as previously appropriated, in the 2014 Bond Program, the Transportation Impact Fee Cap, and the General Capital Projects Funds for the McCart Ave. & McPherson Blvd project to support the approval of the above recommendation and execution of the contract. Prior to any expenditure being incurred, the Transportation and Public Works Department has the responsibility to validate the availability of funds. TO Fund Department Account Project Program Activity Budget Reference # ID ID Year (Chartfield 2) FROM Fund Department Account Project ID ID Submitted for City Manager's Office by_ Originating Department Head: Additional Information Contact: Program Activity Budget Reference # Year (Chartfield 2) Jesica McEachern (5804) Lauren Prieur (6035) Monty Hall (8662) Amount Amount ATTACHMENTS apps.cfwnet.org/counciI_packet/mc_review.asp?ID=34545&counciIdate=6/9/2026 2/3 6/16/26, 10:49 AM M&C Review 20MCCART AVE.& MCPHERSON BLVD funds avail.docx (CFW Internal) COIP - McCart-McPherson.pdf (CFW Internal) M&C FID Attachment CO2505.xlsx (CFW Internal) MC Map McCartAveandMcPherson Blvd CPNCO2505.pdf (Public) Sam.gov - Mario Sinacola Contract & Sons Excavating Inc.pdf (CFW Internal) apps.cfwnet.org/counciI_packet/mc_review.asp?ID=34545&counciIdate=6/9/2026 3/3 000515-1 ADDENDA Pagel of 3 SECTION 00 0515 ADDENDA CITY OF FORT WORTH, TEXAS Transportation and Public Works Department MCCART AVENUE (PHASE 1) (FROM N. CROWLEY-CLEBURNE ROAD TO W. RISINGER ROAD) AND MCCART AVENUE (PHASE 2) (FROM TWINLEAF DRIVE TO N. CROWLEY-CLEBURNE ROAD) & MCPHERSON BOULEVARD (FROM W. CLEBURNE RD TO MCCART AVENUE) City Project No. CO2505 ADDENDUM NO. 1 Addendum No. 1 Issued: February 6, 2026 Bid Open Date: February 19, 2026, at 2:00 P.M. This Addendum forms a part of the plans, 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. Prospective bidders are hereby notified of the following: The contract documents for McCart Avenue (Phase 1) (From N. Crowley -Cleburne Road to W Risinger Road) and McCart Avenue (Phase 2) (from Twinleaf Drive to N. Crowley -Cleburne Road) and McPherson Boulevard (From W. Cleburne Rd to McCart Avenue), City Project No. CO2505, are hereby revised in Addendum No. 1 as follows: REVISED DATES Addendum No. 1 issued: February 6, 2026 Final Question Submittal by: February 11, 2026, at 5:00 pm Addendum No. 2 will be issued: February 16, 2026 Bid Open Date: Thursday, February 19, 2026, at 2:00 pm PROJECT MANUAL 1. REVISE Section 00 11 13 Invitation to Bidders to update the Bid Opening Date, General Description of Work, Prebid Conference date, and Advertisement Date 2. REVISE Section 00 4100 Bid Form to update the Units/Sections, and Prequalification 3. REVISE Section 00 42 43 Bid Proposal to update bid items order, add Unit section to CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 000515-2 ADDENDA Page 2 of 3 Sanitary Sewer, Bridge, and Retaining Walls. Add the following bid items: a. 0171.0101 Construction Staking b. 0171.0102 As -Built Survey C. 3305.0112 Concrete Collar for Manhole d. 3305.0114 Manhole Adjustment, Major with Cover 4. REVISE Section 00 43 13 Bid Bond to add City Project Number. 5. REVISE Section 00 45 12 Prequalification Statement to update the Prequalification Major Work Type. 6. REVISE Section 00 52 43 Agreement Sheet 1 of 6, the work completion days to 622 days. 7. ADD Section 33 05 10 Utility Trench Excavation, Embedment, and Backfill 8. ADD Section 33 05 12 Water Line Lowering Sheet 1 of 4 9. ADD Section 33 05 17 Concrete Collars 10. ADD Section 33 05 20 Auger Boring 11. ADD Section 33 05 22 Steel Casing Pipe 12. ADD Section 33 05 26 Utility Markers/Locators 13. ADD Section 33 05 30 Location of Existing Utilities VENDOR DISCUSSIONS Questions number 1 — 25, received by 2/4/2026 at 7:00 AM, are answered and attached to Addendum No. 1. The remaining questions will be addressed in Addendum No. 2. SMALL BUSINESS ENTERPRISE (SBE) FORM The Small Business Utilization form is attached to Addendum No. 1 as a PDF. The Word format is available in E-Builder Project Resources. The form location is also attached to Addendum No. 1. This Addendum No. 1 forms part of the Plans, Specifications, and Construction Documents for the above -referenced project and modifies the original project manual and contract documents of the same. All other provisions of the plans, specifications, and contract documents for the project that are not expressly amended herein remain in full force and effect. A signed copy of Addendum No. 1 shall be included in the submitted sealed/electronic bid at the time of bid submittal. Failure to acknowledge the receipt of Addendum No. 1 could cause the bidder to be considered "NONRESPONSIVE," resulting in disqualification. Addendum No. 1 RECEIPT AMIDNT � By. /ob—ertL. Stevens By. Company: Mario Sinacola & Sons Excavating, Inc CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 i&AZ , e Rdka Aczel, P.E. Project Manager Transportation and Public Works McCart Avenue (Phase 1 & 2) and McPherson Boulevard City Project No. CO2505 Address: 10950 Reseamb Road 000515-3 ADDENDA Page 3 of 3 City: Frisco State: Texas END OF SECTION CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 000515-1 ADDENDA Page 1 of 5 SECTION 00 0515 ADDENDA CITY OF FORT WORTH, TEXAS Transportation and Public Works Department MCCART AVENUE (PHASE 1) (FROM N. CROWLEY-CLEBURNE ROAD TO W. RISINGER ROAD) AND MCCART AVENUE PHASE 2 (FROM TWINLEAF DRIVE TO N. CROWLEY-CLEBURNE ROAD) & MCPHERSON BOULEVARD (FROM W. CLEBURNE RD TO MCCART AVENUE) City Project No. CO2505 ADDENDUM NO.2 Addendum No. 2 Issued: February 23, 2026 Bid Open Date: March 5, 2026, at 2:00 P.M. This Addendum forms a part of the plans, 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. Prospective bidders are hereby notified of the following: The contract documents for McCart Avenue (Phase 1) (From N. Crowley -Cleburne Road to W. Risinger Road) and McCart Avenue Phase 2 (From Twinleaf Drive to N. Crowley -Cleburne Road) & McPherson Boulevard (From W. Cleburne Rd to McCart Avenue), City Project No. CO2505, are hereby revised in Addendum No. 2 as follows: REVISED DATE Bid Open Date: Thursday, March 5, 2026, at 2:00 pm PROJECT MANUAL 1. REVISE Section 00 11 13 Invitation to Bidders to update the Bid Opening Date, General Description of Work, Prebid Conference date, and Advertisement Date 2. REVISE Section 00 4100 Bid Form to update the Units/Sections, and Prequalification 3. REVISE Section 00 42 43 Bid Proposal to update bid items order, add Unit section to Sanitary Sewer, Bridge, and Retaining Walls. Add the following bid items: a. 3311.0141 6" Water Pipe b. 3311.0151 6" DIP Water c. 3312.0110 Connection to Existing 36" Water Main CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 000515-2 ADDENDA Page 2 of 5 d. 9999.XXXX Remove Fire Hydrant LEAD LINE e. 9999.XXXX Fire Hydrant LEAD LINE f. 3305.0112 Concrete Collar for Valve g. 2605.3022 3" CONDT PVC SCH 40 (B) h. 0241.2024 Remove 36" Sewer Line i. 0241.3403 Remove 6' Storm Junction Box j. 0241.4203 Remove 6' Drop Inlet k. 3301.0001 Pre -CCTV Inspection 1. 9999.0501 SW-0 for 4'x3' Box m. 9999.0505 2' x 2' Drop Inlet n. 9999.9999 Remove 4x3 RCB Revised the quantities for the following items: a. 3311.0451 12" DIP Water b. 3311.0461 12" PVC Water Pipe (DR-14) c. 3311.0551 16" DIP Water d. 3311.0561 16" PVC C905 Water Pipe e. 3305.1005 30" Casing By Open Cut f. 3305.1104 24" Casing By Other Than Open Cut g. 3305.1105 30" Casing By Other Than Open Cut h. 0241.2013 Remove 8" Sewer Line i. 3305.0110 Utility Markers j. 3305,0112 Concrete Collar for Manhole k. 9999.9999 Sanitary Sewer Allowance 1. 9999.0300 Adjust Existing Irrigation System Allowance m. 3341.0201 21" RCP, Class III n. 3341.0205 24" RCP, Class III o. 3341.0208 27" RCP, Class III p. 3341.0302 30" RCP, Class III q. 3341.0305 3 3 " RCP, Class III r. 3341.0309 36" RCP, Class III s. 3341.0402 42" RCP, Class III t. 3341.0405 45" RCP, Class III u. 3341.0409 48" RCP, Class III v. 3341.0202 21" RCP, Class IV w. 3341.0206 27" RCP, Class IV x. 3341.0202 30" RCP, Class IV y. 3341.0602 60" RCP, Class III z. 3341.1102 4x3 Box Culvert aa. 3341.1402 7x4 Box Culvert bb. 3349.0003 6' Storm Junction Box cc. 0330.0001 Concrete Encase Sewer Pipe dd. 3137.0101 Concrete Riprap (4") ee. 9999.0501 SW-0 for 4'x3' Box ff. 9999.0505 2' x 2' Drop Inlet gg. Construction Allowance - TPW Improvements Update the bid item and description for the following items: a. 3311.0461 12" PVC Water Pipe (DR-14) b. 3311.0841 36" PVC Water Pipe (DR-14) c. 2605.3015 2" CONDT PVC SCH 80 (T) d. 2605.3016 2" CONDT PVC SCH 80 (B) CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 000515-3 ADDENDA Page 3 of 5 e. 2605.3026 3" CONDT PVC SCH 80 (B) f. 3441.1501 Furnish/Install Ground Box Type B 4. NOTE that in the Unit Price Bid table, section 00 42 43, Bid Quantities zero or not provided are no longer needed for the project. 5. REVISE Section 00 45 12 Prequalification Statement to update the Prequalification Major Work Type. 6. REVISE Section 00 45 39 Special Technical Specifications (starts at page 320/447) PLAN SET SHEET REVISIONS AND ADDITIONS PHASE 1: REVISE SHEETS: L Sheet 2: Sheet Index 2. Sheets 3-3A: Existing Overall Water Map 3. Sheet 313: Existing Overall Sewer Map 4. Sheet 5: Water Notes 5. Sheet 7: Water Line Plan & Profile 6. Sheet 12: Embedment for Water Lines 16-inch to 24-inch 7. Sheet 18: Water Transmission Gate Valve & Vault (16" — 24") 8. Sheets 35-36: Culvert Plan and Profile 9. Sheet 71: Demolition Plan 10. Sheet 76: McCart Ave Plan and Profile 11. Sheet 12: Cit of Fort Worth Standards D102 12. Sheet 127: Drainage Area Map 13. Sheet 132: Drainage Area Map 14. Sheets 133-142:Stormdrain Plan & Profile 15. Sheets 147-15 1: Stormdrain Laterals PHASE 1: NEW SHEETS: 1. Sheet 5A: Water Notes (Sheet 2 of 2) 2. Sheets 3-3A: Existing Overall Water Map 3. Sheets 9A-9D: Test Hole Information 4. Sheet 142A: Stormdrain Plan & Profile PHASE 1: REMOVED SHEETS: I. Sheets 8-9: Water Line Vault Details 2. Sheet 91: Crowley -Cleburne Rd MBGF Plan 3. Sheets 152-154:Ditch Plan & Profile PHASE 2: REVISE SHEETS: 1. Sheet 2-3: Sheet Index 2. Sheets 4A-4D: Existing Overall Water Map 3. Sheet 5: Proposed Water Line Sheet Layout 4. Sheet 6: Water Notes 5. Sheet 7-8A: Water Line Sequence CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 0005 15 - 4 ADDENDA Page 4 of 5 6. Sheet 9-24: Water Line `A' Plan & Profile 7. Sheets 28-31: Water Line `B' Plan & Profile 8. Sheet 32: Water Line `D' Plan & Profile 9. Sheets 33-35: Water Line Removal Overview 10. Sheet 64: McCart Ave Bridge at Crossing 5, Bridge Layout 11. Sheet 75: McCart Ave Bridge at Crossing 5, Prestressed Cone Girder Unit 12. Sheets 78-79: McCart Ave Bridge at Crossing 4B, Bridge Layout 13. Sheet 91: McCart Ave Bridge at Crossing 4B, Prestressed Cone Girder Unit 1 14. Sheet 93: McCart Ave Bridge at Crossing 4B, Prestressed Cone Girder Unit 2 15. Sheet 96: McPherson Blvd Bridge at Crossing 4A, Bridge Layout 16. Sheets 110-112:McPherson Blvd Bridge at Crossing 4A, Prestressed Cone Girder Unit 17. Sheet 344: Stormdrain Plan & Profile — Line A 18. Sheet 345: Stormdrain Plan & Profile — Line B 19. Sheets 359, 361-362: Stormdrain Lateral Profiles 20. Sheet 404: Erosion Control Details PHASE 2: NEW SHEETS: I. Sheet 4E-4I: Existing Overall Water Map 2. Sheet 6A: Water Notes (Sheet 2 of 2) 3. Sheets 35A-35D: Test Hole Information 4. Sheets 25-27: Water Line `B' Plan & Profile VENDOR DISCUSSION All vendor questions are answered and attached as a separate PDF file named "Addendum 2—0O2505 Pre -bid Questions Answers." This Addendum No. 2 forms part of the Plans, Specifications, and Construction Documents (Project Manual) for the above -referenced project and modifies the original project manual and contract documents of the same. All other provisions of the plans, specifications, and contract documents for the project that are not expressly amended herein shall remain in full force and effect. A signed copy of Addendum No. 2 shall be included in the submitted sealed/electronic bid at the time of bid submittal. Failure to acknowledge the receipt of Addendum No. 2 could cause the bidder to be considered "NONRESPONSIVE," resulting in disqualification. Addendum No. 2 RECEIPT KN E MENT By: By: Robert L. Stevens, Vice President Company: Mario Sinacola & Sons Excavating, Inc. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 A,,Ie� ,A jd Reka Aczel, P.E.' Project Manager Transportation and Public Works McCart Avenue (Phase 1 & 2) and McPherson Boulevard City Project No. CO2505 Address: 10950 Research Road 0005 15 - 5 ADDENDA Page 5 of 5 City: Frisco State: Texas END OF SECTION CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 00 05 15 - 1 ADDENDA Page 1 of 4 SECTION 00 0515 ADDENDA CITY OF FORT WORTH, TEXAS Transportation and Public Works Department MCCART AVENUE (PHASE 1) (FROM N. CROWLEY-CLEBURNE ROAD TO W. RISINGER ROAD) AND MCCART AVENUE PHASE 2 (FROM TWINLEAF DRIVE TO N. CROWLEY-CLEBURNE ROAD) & MCPHERSON BOULEVARD (FROM W. CLEBURNE RD TO MCCART AVENUE) City Project No. CO2505 ADDENDUM NO.3 Addendum No. 3 Issued: February 26, 2026 Bid Open Date: March 5, 2026, at 2:00 P.M. This Addendum forms a part of the plans, 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. Prospective bidders are hereby notified of the following: The contract documents for McCart Avenue (Phase 1)(From N. Crowley -Cleburne Road to W. Risinger Road) and McCart Avenue Phase 2 (From Twinleaf Drive to N. Crowley -Cleburne Road) & McPherson Boulevard (From W. Cleburne Rd to McCart Avenue), City Project No. CO2505, are hereby revised in Addendum No. 1 as follows: PROJECT MANUAL L REVISE Section 00 11 13 Invitation to Bidders to update the Bid Opening Date, General Description of Work, Prebid Conference date, and Advertisement Date 2. REVISE Section 00 42 43 Bid Proposal to update bid items order. Add the following bid items: a. 3305.0109 Trench Safety (UNIT I — WATER IMPROVEMENTS) b. 3305.0103 Exploratory Excavation of Existing Utilities c. 3110.0111 Site Clearing (McPherson - STA 34+10) d. 3110.0111 Site Clearing (McPherson - STA 36+90) e. 3341.0605 66" RCP, Class III f. 3137.0105 Medium Stone Riprap, grouted CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1,2011 000515-2 ADDENDA Page 2 of 4 g. 9999.0513 4' x 4' Drop Inlet Revised the quantities for the following items: a. 3311.0141 6" Water Pipe b. 3311.0151 6" DIP Water C. 3305.0112 Concrete Collar for Manhole d. 3305.0112 Concrete Collar for Valve e. 3341.0201 21" RCP, Class III f. 3341.0205 24" RCP, Class III g. 3341.0409 48" RCP, Class III h. 3341.0602 60" RCP, Class III i. 3341.1102 4x3 Box Culvert j. 3341.1304 6x5 Box Culvert k. 3341.1402 7x4 Box Culvert 1. 3349.0001 4' Storm Junction Box m. 3349.0002 5' Storm Junction Box n. 3349.0003 6' Storm Junction Box o. 3349.0005 8' Storm Junction Box p. 3349.6001 10' Recessed Inlet (3' to 4.5' depth) q. 3349.6002 15' Recessed Inlet (3' to 4.5' depth) r. 3137.0101 Concrete Riprap (4") s. 3137.0105 Medium Stone Riprap, grouted Update the bid item and description for the following items: a. 3110.0111 Site Clearing (McPherson - STA 33+35) RELOCATED the following bid items from UNIT II - SANITARY SEWER to UNIT I - WATER IMPROVEMENTS: a. 3305.0110 Utility Markers b. 3305.0112 Concrete Collar for Manhole c. 3305.0113 Concrete Collar for Valve d. 3305.0114 Manhole Adjustment, Major with Cover RELOCATED the following bid items from UNIT V - PAVING, DRAINAGE & ILLUMINATION IMPROVEMENTS to UNIT V - PAVING, DRAINAGE & ILLUMINATION IMPROVEMENTS - Alternative A: a. 3341.0201 21" RCP, Class III b. 3341.0205 24" RCP, Class III c. 3341.0208 27" RCP, Class III d. 3341.0302 30" RCP, Class III e. 3341.0305 33" RCP, Class III f. 3341.0309 36" RCP, Class III g. 3341.0402 42" RCP, Class III h. 3341.0409 48" RCP, Class III i. 3341.0602 60" RCP, Class III CITY OF FORT WORTH McCart Avenue (Phase I & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 00 05 15 - 3 ADDENDA Page 3 of 4 ADDED the following bid items from UNIT V — PAVING, DRAINAGE & ILLUMINATION IMPROVEMENTS — Alternative B: a. 9999.0501 21" HP Storm Polypropylene Pipe b. 9999.0502 24" HP Storm Polypropylene Pipe c. 9999.0503 27" HP Storm Polypropylene Pipe d. 9999.0504 30" HP Storm Polypropylene Pipe e. 9999.0505 33" HP Storm Polypropylene Pipe f. 9999.0506 36" HP Storm Polypropylene Pipe g. 9999.0507 42" HP Storm Polypropylene Pipe h. 9999.0508 48" HP Storm Polypropylene Pipe i. 9999.0509 60" HP Storm Polypropylene Pipe PLAN SET SHEET REVISIONS AND ADDITIONS PHASE 1: REVISE SHEETS: I. Sheet 146: Stormdrain Plan and Profile 2. Sheets 149: Stormdrain Laterals PHASE 2: REVISE SHEETS: 1. Sheets 2-3: Sheet Index 2. Sheet 221: Demolition Plan 3. Sheets 345-346: Stormdrain Plan and Profile 4. Sheets 359, 362, and 364: Stormdrain Lateral Profiles PHASE 2: NEW SHEETS: 1. Sheet 395A: PB 2. Sheet 395B: PDD 3. Sheet 395C: PJB This Addendum No. 3 forms part of the Plans, Specifications, and Construction Documents for the above referenced project and modifies the original project manual and contract documents of the same. All other provisions of the plans, specifications, and contract documents for the project which are not expressly amended herein shall remain in full force and effect. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 000515-4 ADDENDA Page 4 of 4 A signed copy of Addendum No. 3 shall be included in the submitted sealed/electronic bid at the time of bid submittal. Failure to acknowledge the receipt of Addendum No. 3 could cause bidder to be considered "NONRESPONSIVE," resulting in disqualification. Addendum No. 3 RECEIPT KNO ED NT By: By: Robert L. Stevens, Vice President Company: Mario Sinacola & Sons Excavating, Inc. Address: 10950 Research Road City: Frisco State: Texas /� to Reka Aczel, PE Project Manager Transportation and Public Works END OF SECTION CITY OF FORT WORTH McCart Avenue (Phase I & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 000515-1 ADDENDA Pagel of2 SECTION 00 0515 ADDENDA CITY OF FORT WORTH, TEXAS Transportation and Public Works Department MCCART AVENUE (PHASE 1) (FROM N. CROWLEY-CLEBURNE ROAD TO W. RISINGER ROAD) AND MCCART AVENUE PHASE 2 (FROM TWINLEAF DRIVE TO N. CROWLEY-CLEBURNE ROAD) & MCPHERSON BOULEVARD (FROM W. CLEBURNE RD TO MCCART AVENUE) City Project No. CO2505 F\ 1111 D1►1110 0KCox! Addendum No. 4 Issued: March 3, 2026 Bid Open Date: March 12, 2026, at 2:00 P.M. This Addendum forms a part of the plans, 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. Prospective bidders are hereby notified of the following: The contract documents for McCart Avenue (Phase 1) (From N. Crowley -Cleburne Road to W. Risinger Road) and McCart Avenue Phase 2 (From Twinleaf Drive to N. Crowley -Cleburne Road) & McPherson Boulevard (From W. Cleburne Rd to McCart Avenue), City Project No. CO2505, are hereby revised in Addendum No. 4 as follows: REVISED DATE Bid Open Date: Thursday, March 12, 2026, at 2: 00 pm PROJECT MANUAL 1. Added the following bid items to UNIT V — PAVING, DRAINAGE & ILLUMINATION IMPROVEMENTS (revised in the Addendum #3 Project Manual) DEMOLATION Item 12 3 110.0 101 Site Clearing 31 1000 LS and MISCELLANEOUS Item 10170.0100 Mobilization 01 70 00 LS CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 000515-2 ADDENDA Page 2 of 2 2. Corrected typo in quantity at UNIT V — PAVING, DRAINAGE & ILLUMINATION IMPROVEMENTS — ALTERNATIVE B DRAINAGE (revised in the Addendum #3 Project Manual) Item 9 9999.0509 60" BP Storm Polypropylene Pipe 3341 10 LF 524 This Addendum No. 4 forms part of the Plans, Specifications, and Construction Documents for the above -referenced project and modifies the original project manual and contract documents of the same. All other provisions of the plans, specifications, and contract documents for the project that are not expressly amended herein shall remain in full force and effect. A signed copy of Addendum No. 4 shall be included in the submitted sealed/electronic bid at the time of bid submittal. Failure to acknowledge the receipt of Addendum No. 4 could cause the bidder to be considered "NONRESPONSIVE," resulting in disqualification. Addendum No. 4 Company: Mario Sinacola & Sons Excavating, Inc. Address: 10950 Research Road City: Frisco State: Texas Reka Acz61, PE Project Manager Transportation and Public Works END OF SECTION CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 0011 13 INVITATION TO BIDDERS Pagel of 3 SECTION 00 1113 --------------------------------------------------------- RECEIPT OF BIDS -ErectronicbidsTd the construcfiii of`Mc-Uart Aeiiue(Phase I)Zirom N.-Crowiey= - - - - - - Cleburne Road to W. Risinger Road) and McCart Avenue Phase 2 (from Twinleaf Drive to N. Crowley -Cleburne Road) & McPherson Boulevard (from W. Cleburne Rd to McCart Avenue) (City Project No. CO2505) will be received by the City of Fort Worth via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openopportunities, under the respective Project until 2:00 P.M. CST, Thursday, March 5, 2026. 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: hgps:Hfortworthtexas.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. CITY OF FORT WORTH McCart Avenue (Phase I & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. CO2505 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 2 of 3 For technical questions, visit Bonfire's help forum at https:Hvendorsupport.gobonfire.com/hc/en- us 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: removal of 7,800 SY asphalt and concrete pavement, construction of 64,000 SY new concrete & asphalt pavement; construction of 700 LF of box culvert, ranging from 5'x2' to 6'x5'; construction of 11,600 LF storm drain of various sizes; construction of 3500 LF of 16" PVC water line; 3 Bridges; retaining walls; signing and pavement markings; and continuous roadway illumination throughout project limits. 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:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. 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:Hfortworthtexas.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: Monday, February 2, 2026 TIME: 2:00 PM 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 OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. CO2505 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 3 of 3 CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject any or all bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. FUNDING Any Contract awarded under this INVITATION TO BIDDERS is expected to be funded from revenues generated from a combination of Bonds, Impact fees and developer contributions and reserved by the City for the Project. ADVERTISEMENT DATES First date for advertisement: January 21, 2026 Second date for advertisement: January 28, 2026 I��IZ�71F.`f�T�JI Y t�7�1 CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. CO2505 Revised 2/08/24 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. CO2505 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. og v/departments/tpw/development/cfw-departments-tpw- contractors under Division 00 - General Conditions and as follows: 3.1.1. Paving — Requirements document located at: https:Happ-us3.e- builder.neb2ublic/12ublicLanding.aspx?OS=4d00804b 133b408a85a69323548dda25 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at: https://app-us3.e- builder.net/public/12ublicLanding.aspx?OS=e43c4239775f4b2583552cO29c6a 1 ed2 3.1.3. Water and Sanitary Sewer — Requirements document located at: https:Happ-us3.e- builder.net/public/publicLanding_aspx?QS=4fc66ff8c36c4c029d542d4e55114e8d 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. 3.5. Omitted 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder: CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. CO2505 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. CO2505 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 of: 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. CO2505 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://fortworthtexas.bonfirehub.com/portal/?tab=o1)enOpportunities 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 httl2s:Hfortworthtexas. bonfirehub.com/portaU?tab=ol2en0pl2ortunities CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. CO2505 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. CO2505 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. 14. Withdrawal of Bids CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. CO2505 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 8 of 9 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=ol2enOpportunities. 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. CO2505 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 httns://www.ethics.state.tx.us/data/forms/1295/1295.ndf 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. I DO ATOM X4101130 CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. CO2505 Revised/Updated September 1, 2025 UU-LU I CONFLICT OF INTEREST QUESTIONNAIRE FORM CIO For vendor doing business with local governmental entity This questionnaire reflects changes made to the law by H.B. 23, 84th Leg., Regular Session. OFFICE USE ONLY This questionnaire is being filed in accordance with Chapter 176, Local Government Code, by a vendor who has a business relationship as defined by Section 176.001(1-a) with a local governmental entity and the Date Received vendor meets requirements under Section 176.006(a). By law this questionnaire must be filed with the records administrator of the local governmental entity not later than the 7th business day after the date the vendor becomes aware of facts that require the statement to be filed. See Section 176.006(a-1), Local Government Code. A vendor commits an offense if the vendor knowingly violates Section 176.006, Local Government Code. An offense under this section is a misdemeanor. 1 Name of vendor who has a business relationship with local governmental entity. N/A 2 Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business day after the date on which you became aware that the originally filed questionnaire was incomplete or inaccurate.) 3 Name of local government officer about whom the information is being disclosed. N/A Name of Officer 4 Describe each employment or other business relationship with the local government officer, or a family member of the officer, as described by Section 176.003(a)(2)(A). Also describe any family relationship with the local government officer. Complete subparts A and B for each employment or business relationship described. Attach additional pages to this Form CIO as necessary. A. Is the local government officer or a family member of the officer receiving or likely to receive taxable income, other than investment income, from the vendor? Yes Fx —] No B. Is the vendor receiving or likely to receive taxable income, other than investment income, from or at the direction of the local government officer or a family member of the officer AND the taxable income is not received from the local governmental entity? F1 Yes FX —1 No 5 Describe each employment or business relationship that the vendor named in Section 1 maintains with a corporation or other business entity with respect to which the local government officer serves as an officer or director, or holds an ownership interest of one percent or more. N/A s Check this i the v ndor has given the local government officer or a family member of the officer one or more gifts as de i ed in Sec ' n 3(a)(2)(13), excluding gifts described in Section 176.003(a-1). 7 Michael eFebruary 12, 2026 Vice Prresidesidentt rY (:Sig3nat�u4reendor clohl business with the governmental entity Date Form provided ics Commission www.ethics.state.tx.us Revised 11/30/2015 VV-LV 1 CONFLICT OF INTEREST QUESTIONNAIRE For vendor doing business with local governmental entity A complete copy of Chapter 176 of the Local Government Code maybe found at hftp://www.statutes.legis.state.tx.us/ Docs/LG/htm/LG.176.htm. For easy reference, below are some of the sections cited on this form. Local Government Code $176 0010-a): 'Business relationship" means a connection between two or more parties based on commercial activity of one of the parties. The term does not include a connection based on: (A) a transaction that is subject to rate or fee regulation by a federal, state, or local governmental entity or an agency of a federal, state, or local governmental entity; (B) a transaction conducted at a price and subject to terms available to the public; or (C) a purchase or lease of goods or services from a person that is chartered by a state or federal agency and that is subject to regular examination by, and reporting to, that agency. Local Government Code & 176 003(a)(2)(A) and (B)• (a) A local government officer shall file a conflicts disclosure statement with respect to a vendor if: (2) the vendor: (A) has an employment or other business relationship with the local government officer or a family member of the officer that results in the officer or family member receiving taxable income, other than investment income, that exceeds $2,500 during the 12-month period preceding the date that the officer becomes aware that (i) a contract between the local governmental entity and vendor has been executed; or (ii) the local governmental entity is considering entering into a contract with the vendor; (B) has given to the local government officer or a family member of the officer one or more gifts that have an aggregate value of more than $100 in the 12-month period preceding the date the officer becomes aware that: (i) a contract between the local governmental entity and vendor has been executed; or (ii) the local governmental entity is considering entering into a contract with the vendor. Local Government Code & 176.006(a) and (a-1) (a) A vendor shall file a completed conflict of interest questionnaire if the vendor has a business relationship with a local governmental entity and: (1) has an employment or other business relationship with a local government officer of that local governmental entity, or a family member of the officer, described by Section 176.003(a)(2)(A); (2) has given a local government officer of that local governmental entity, or a family member of the officer, one or more gifts with the aggregate value specified by Section 176.003(a)(2)(B), excluding any gift described by Section 176.003(a-1); or (3) has a family relationship with a local government officer of that local governmental entity. (a-1) The completed conflict of interest questionnaire must be filed with the appropriate records administrator not later than the seventh business day after the later of: (1) the date that the vendor: (A) begins discussions or negotiations to enter into a contract with the local governmental entity; or (B) submits to the local governmental entity an application, response to a request for proposals or bids, correspondence, or another writing related to a potential contract with the local governmental entity; or (2) the date the vendor becomes aware: (A) of an employment or other business relationship with a local government officer, or a family member of the officer, described by Subsection (a); (B) that the vendor has given one or more gifts described by Subsection (a); or (C) of a family relationship with a local government officer. I-orm provided by Texas Ethics Commission www.ethics.state.tx.us Revised 11/30/2015 00 35 13 CONFLICT OF INTEREST STATEMENT SECTION 00 35 13 Page 1 of 1 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) htti)s://www.ethics.state.tx.us/data/forms/conflict/CIS.i)df ❑ 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 ❑ CIS Form is being provided to the City Secretary BIDDER: Mario Sinacola & Sons Excavating, Inc. Robe e e 10950 Research Road By: Frisco, Texas 75033 Signature: 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 -- _ -- - - — - BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 100 Fort Worth Trail City of Fort Worth, Texas 76102 FOR: McCart Avenue (Phase 1 & 2) and McPherson Boulevard City Project No.: CO2505 Units/Sections: UNIT I - Water Improvements UNIT II - Stormwater Improvements UNIT III - Paving & Drainage Improvements UNIT IV - Sanitary Sewer 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 McCart Avenue (Phase 1 2) and McPherson Boulevard Revised 9/19/2025 City Projert No. CO2505 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. Water Distribution, Urban and Renewal, 12-inch diameter and smaller b. Water and Sanitary Sewer, 12-inch diameter and smaller c. Concrete Paving Construct/Reconstruct (greater than 15,000 SY) d. Roadway and Pedestrian Lighting e. - f. - 9• - h. - 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 622 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 McCartAvenue (Phase 1 2) and McPherson Boulevard Revised 9/19/2025 City Project No. CO2505 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. Total Base Bid $33,873,996.53 Total Base + Alt A $35,426,440.53 Total Base +Alt B $35,591,500.53 7. Bid Submittal This Bid is submitted on Respectfu s �d& By: (Signature) Robert L. Stevens (Printed Name) Title: Vice President Company: Mario Sinacola & Sons Excavating, Inc. Address: 10950 Research Road, Frisco, Texas 75033 State of Incorporation: Michigan Email: SinacolaEngineering@MarioSinacola.com Phone: 214-387-3900 END OF SECTION by the entity named below. Receipt is acknowledged of the following Addenda: I iti Addendum No. 1: 02/19/2026 Addendum No. 2: 02/23/2026 Addendum No. 3: 02/26/2026 Addendum No. 4: 03/03/2026 Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS McCart Avenue (Phase 1 2) and McPherson Boulevard Revised 9/19/2025 City Project No. CO2505 004243 HID PROPOSAL Page I of 5 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Unit I - WATER IMPROVEMENTS 13311.0141 6" Water Pipe 13311.0151 6" DIP Water _ 3311.0451 12" DIP Water _ 13311.0461 12" PVC Water Pipe (DR-14) 13311.0551 16" DIP Water 13311.0561 16" PVC C905 Water Pipe 3311.0841 3fi" PVC Water Pipe (DR-14 0241.1000 Remove Conic Pvmt 33 11 12 3311 10 I F LF LF LF LF LF LF 1143 2729 990 2336 62 210 20 36 210 4 _ 7260 1 38 2 13.7 3 3 1 3 24 1 23 15 4 12 1 $178,879.50 $354,770.00 $246,510.00 $392,448.00 $38,440.00 $8,820.00 $840.00 2 3 33 11 10 3311 12 33 11 10 3311 12 $156.50 4 $130.00 5 $249.00 6 $168.00 7 3411 12 $620.00 8 0241 15 SY SY $42.001 9 0241.1100 Remove Asphalt Pavement �3201.0400 Temporary Asphalt Paving Repair 3261.0616 Conic Pvmt Repair, Arterial/Industrial 3305.0102 Cathodic Protection Test Station Adjustment 13305.1005 30" Casing By Open Cut 3305.1104 24" Casing By Other Than Open Cut 3305.1105 30" Casing By Other Than Open Cut 0241 15 $42.00 10 32 01 18 LF SY EA LF LF LF LF LS $92.00 $3;312.00 11 3201 29 $247.00 $51,870.00 12 33 05 14 $4,935.00 $19,740.00 13 33 05 22 14 33 05 22 15 33 05 22 33 05 10 16 3305.0109 Trench Safety 3305.0110 Utility Markers 3305_0112 Concrete Collar for Manhole 3305.0112 Concrete Collar for Valve 13305.0114 Manhole Adjustment, Major with Cover 3311.0001 Ductile Iron Water Fittings w/ Restraint $2.00 $14,520.00 17 33 05 26 $5,050.00 $5,050.00 18 33 05 17 EA EA EA TN EA EA EA EA EA EA EA EA $1,150.00 $43,700.00 19 33 05 17 33 05 14 3311 11 $5,150.00 $16,800.00 20 $10,300.00 21 $230,160.00 22 3312.0106 Connection to Existin 16" Water Main 33 12 25 $22,500.00 $67,500.00 23 3312.0117 Connection to Existin 4"-12" Water Main 33 12 25 $12,600.00 $40,000.00 $16,500.00 $37,800.00 24 3312.0110 Connection to Existing 36" Water Main 13312.1002 2" Combination Air Valve Assembly for Water 13312.3001 Fire Hydrant Assembly 3312.3005 12" Gate Valve 3312.3006 16" Gate Valve w/ Vault 3312.6002 6" Blow Off Valve 33 12 25 $40,000.00 25 33 12 30 $49,500.00 26 33 12 40 33 1220 33 12 20 33 12 60 $10,400.00 $249,600.00 27 F $5,250.00 $120,750.00 $553,500.00 $130,000.00 $354.00 28 $36,900.00 29 $32,500A0 $29.50I 30 I9999.XXXX Remove Fire Hydrant LEAD LINE 99 99 99 LF 31 I9999.XXXX Fire Hydrant LEAD LINE 99 99 99 LF 776 $53.00 $41,128.00 Sub -Total Unit I - $2,889,491.50 UNIT II - SANITARY SEWER 1 10171.0101 Construction Staking 01 71 23 LS 1 $20,000.00F $20,000.00 2 0171.0102 As -Built Survey 01 71 23 LS 1 $9,400.00�= $9,400,00 3 10241.2001 Sanitary Line Grouting 0241 14 CY 46 $630.00 $28,980.00 4 10241.2013 Remove 8" Sewer Line 0241 14 LF 1414 $32.00 $45,248.001 5 10241.2015 Remove 12" Sewer Line 0241 14 LF I 118 $32.00 $3,776.001 6 10241.5001 Abandon Manhole 024114 EA 1 1 $1,050.00 $1,050.00J 7 13305.0109 Trench Safety 33 05 10 LF 1 625 $1.00 $625.001 8 19999.9999 Sanitary Sewer Allowance 1 99 99 99 EA 20000 $1.001 $20,000.001 Sub -Total Unit II - $129,079.00 UNIT III - BRIDGES 1 9999.0800 Cement Stab. Abutment Backfill (CSAB FTW) 9999.0801 Drilled Shaft (18 inch) 9999.0802 Drilled Shaft (36 inch) 9999.0803 Class C Concrete (Abutment) (HPC) 9999.0804 Class C Concrete (Cap) (HPC) 9999.0805 Class C Concrete (Column) (HPC) 9999.0806 Reinforced Concrete Slab (HPC) _ 9999.0807 Bridge Median (HPC) 9999.0808 Bridge Sidewalk (HPC) 9999.0809 Approach Slab (HPC) 6999.0810 Prestressed Concrete_ Girder (TX54) 6999.0811 Riprap (Concrete) (5 inch) 9999.0812 Rail (Type C221) (On Bridges) 9999.0813 Sealed Expansion Joint (4 inch) (SEJ-A) 9999.0814 Structural Steel (Sidewalk Cover Plate) WALLS 9999.0700 Retaining Wall (MSE) 9999.0701 Rip -Rap (RW Mow Strip)(5 in) 9999.0702 Rail (TY PR1) (On Rat Walls) 9999.0703 Rail (TY C221) (On Ret Walls) 9999.0704 Wall Crossing 4A 9999.0705 Temporary Special Shoring §999.0706 Pipe Underdrains (TY 6)(6") TxDOT 400 CY LF LF 853 82 2617 $225.00 $150.00 $225.00 $191,925.00 $12,300.00 $588,825.00 2 TxDOT 416 3 TxDOT 416 4 TxDOT 420 CY 260.9 $2,450.00 $639,205.00 5 TxDOT 420 CY 216.8 $2,450.00 $531,160.00 6 TxDOT 420 CY 48 $2,450.00 vii,.00 7 TxDOT 422 SF SF 73574 5728 $35.00 $24.00 $24.00 $620.00 $200.00 $925.00 $143.00 $230.00 $2,575,090.00 $137,472.00 _$593,712.00 _ $238,824.00 $1,959,100.00 _ $261,775.00 _ $324,324.00 $107,870.00 8 TxDOT 422 TxDOT 422 _ TxDOT 422 TxDOT 425 TxDOT 432 TxDOT 450 TxDOT 454 TxDOT 442 TxDOT423 9 SF 24738 10 CY 385.2 11 LF 9795.5 12 CY 283 13 LF 2268 14 LF 469 15 LB 7056 $22.00 $155,232.00 UNIT IV - RETAINING Sub -Total Unit III - $8,434,414.00 SF CY LF 18438 70 117 $107.00 $1.150.00 $130.00 $143.00 _ $40,000.00 _ $14.00 $45.00 _ $1,972,866.00 $80,500.00 _ $15,210.00 $273,273.00 _ $40,000.00 _ $4,480.00 $133,965.00 1 2 TxDOT432 3 _ TxDOT450 TxDOT 450 99 99 00 TxDOT 403 TxDOT 556 4 LF 1911 5 LS 1 _ 6 _ 7 SF 320 LF 2977 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal 9/19/2025 0041 00 Hid Proposal Wa,kbaok lay. 031126).,]s 004243 HID PROPOSAL Page 2 of 5 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Sub -Total Unit IV - $2,520,294.00 UNIT V - PAVING, DRAINAGE & ILLUMINATION IMPROVEMENTS DEMOLITION 1 0241.0100 Remove Sidewalk 0241 13 0241 13 0241 13 0241 15 SF LF SF SY 762 5394 3474 3781 $3.00 $3.00 _ $3.00 $18.00 $2,286.00 $16,182.00 _ $10,422.00 $68,058.00 2 0241.0500 Remove Fence 3 0241.0800 Remove Riprap 4 0241.1000 Remove Concrete Pavement 5 0241.1100 Remove Asphalt Pavement 6241.3013 Remove 18" Storm Line 0241.3015 Remove 24" Storm Line 6241.3023 Remove 48" Storm Line 0241 15 SY 4094 _ _ $8.00 _ $31.00 $31.00 $63.00 $32,752.00 $5,146.00 $682.00 $13,230.00 6 0241 14 LF 166 7 0241 14 LF 22 8 0241 14 LF 210 9 0241.4102 Remove 15' Recessed Inlet 0241 14 EA 2 $2,100.00 $4,200.00 10 0241.4401 Remove Headwall/SET 0241 14 EA 7- _ $2,750.00 $19,250.00 11 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 254 $8.00 $2,032.00 12 3110.0101 Site Clearing 31 1000 LS 1 $604,000.00 $604,000.00 13 3110.0111 Site Clearing 31 1000 SY 120 $250.00 $30,000.00 14 3110.0111 Site Clearing 31 1000 SY 76 $250.00 $19,000.00 15 3110.0111 Site Clearing 31 1000 SY 282 $250.00 $70,500.00 16 3217.4306 Remove 24" Pvmt Marking 32 17 23 LF 245 $2.50 $612.50 17 3217.4307 Remove Raised Marker 32 17 23 EA 446 $0.75 $_334.50_ 18 3231.0306 16' Gate, Steel 32 31 26 EA 1 $2,685.00 $2,685.00 19 3305.0108 Miscellaneous Structure Adjustment 33 05 14 EA 4 $7,500.00 $30,000.00 20 3441.3501 Salvage Street Light Pole 3441.4108 Remove Sign Panel and Post 9999.0300 Adjust Existing Irrigation System Allowance PAVING 2605.3021 3" CONDT PVC SCH 40 (T) 2605.3022 3" CONDT PVC SCH 40 (B) 3123.0101 Unclassified Excavation by Plan 34 41 20 EA 1 $1,757.00 $1,757.00 $1,365.00 $40,000.00 _ $42,276.00 $18,500.00 i $924,000.00 21 34 41 30 FA 7 $195.00 22 99 99 00 EA 40000 $1.00 1 26 05 33 LF 1626 $26.00 2 26 05 33 LF 500 $37.00 3 31 23 16 CY 44000 $21.00 4 3124.0101 Embankment by Plan 31 24 00 CY 47000 $20.00 $940,000.00 5 3123.0103 Borrow by Plan 31 23 23 CY 3000 $20.00 $60,000.00 6 3125.0101 SWPPP a 1 acre 31 25 00 32 11 23 LS SY 1 27 $26,700.00 $90.00 $26,700.00 $2,430.00 $444,108.00 7 3211.0124 10" Flexible Base, Type A, GR-2 3211.0400 Hydrated Lime 3211.0502 8" Lime Treatment 3212.0302 2" Asphalt Pavement Type D 13212.0503 6" Asphalt Base Type B 8 32 11 29 TN 1428 $311.00 9 32 11 29 SY 59473 $7.00 $416,311.00 $32,965.40 $90,143.60 $4,564,755.00 $1,066,390.00 _ $83,300.00 _ $47,634.00 _ $35,750.00 $3,250.00 10 3211 16 SY 1636 $20.15 11 3211 16 32 13 13 32 13 20 32 13 20 32 13 20 32 13 20 SY SY 1636 53703 _ $55.10 $85.00 _ $65.00 _ $70.00 $102.00 $3,250.00 $3,250.00 12 3213.0105 10" Concrete Pavement 3213.0301 4" Concrete Sidewalk 3213.0311 4" Concrete Sidewalk; Adjacentto Curb 3213.0401 6" Concrete Driveway 13 SY 16406 14 SY 1190 15 SY 467 16 3213.0503 Barrier Free Ramp, Type M-1 EA EA 11 1 17 3213.0504 Barrier Free Ramp, Type M-2 32 13 20 18 3213.0505 Barrier Free Ramp, Type M-3 3213.0506 Barrier Free Ramp, Type P-1 3213.0510 Barrier Free Ramp, Type C-3 32 13 20 EA 4 $3,450.00 $3,600.00 $2,500.00 _ _ $13,800.00 $21,600.00 $10,000.00 19 32 13 20 EA 6 20 32 13 20 FA 4 21 3216.0101 6" Concrete Curb and Gutter 32 16 13 LF 1041 $38.00 $39,558.00 22 3291.0100 Topsoil 3291 19 CY 8063 $10.00 $60,630.00 23 3292.0100 Block Sod_ Placement 32 92 13 SY 48380 $3.96 $0.39 $191,584.80 $29,411.46 $8,425.50 $34,140.00 $84,973.68 _ $33,795.00 _ $139,125.00 $14,400.00 24 3292.0400 Seeding, Hydromulch 3292.0500 SW_Pr_Soil Retention Blanket 3231.0114 8' Chain Link, Steel 13231.0211 Install Barbed Wire Fence 3231.0306 16' Gate, Steel .323126 3232.0203 Tx Dot Std Ret Wall-RW 1 (L) C 3305.0108 Misc Struct Adjust - WM Vault 32 92 13 SY 75414 25 26 27 28 32 92 13 SY 3075 $2.74 3231 13 LF 569 _ $60.00 32 31 26 LF 10729 _ $7.92_ _ $11,265.00 _ $525.00 $1,200.00 EA 3 29 32 32 13 SF 265 30 33 05 14 EA 12 31 3305.0111 Valve Box Adjustment 33 05 14 EA 6 $750.00 _ $4,500.00 32 3305.0114 Manhole Adjustment, Major w/ Cover 33 05 14 EA 5 $5,150.00 _ $25,750.00 33 9999.0401 Concrete Header TxDOT LF 131 $30.00 _ $3,930.00 34 9999.0402 Metal W-Beam Guard Fence (Timber Post) TxDOT 540 LF 674 $92.50 _ $62,345.00 35 9999.0403 Metal Beam Guard Fence Downstream Terminal (DAT) 9999.0404 Single Guardrail Terminal (SGT) 9999.0405 Riprap (MBGF Mow Strip) (4 IN) 9999.0406 10" Integral Colored /_Textured Concrete Truck Apron 9999.0407 10" Integral Colored Concrete 9999.0408 4" Colored /Textured Concrete Median (Splitter Island) 9999.0409 Hardscape Plan - Phase 1 9999.0410 Hardscape Plan - Phase 2 TxDOT 540 EA 4 $2,150.00 $5,000.00 $665.00 $190.00 $218.00 _$135.00 $26,000.00 $26,000.00 $8,600.00 $20,000.00 $31,255.00 _ $173,660.00 $14,170.00 _ $143,370.00 _ $26,000.00 $26,000.00 36 TxDOT 540 EA 4 37 TxDOT432 CY 47 38 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 SY 914 39 SY 65 40 SY 1082$ 41 LS 1 42 LS 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal 9/19/2025 00 41 00 Hid Proposal Wa,kbaok I- 031126).,]s 004243 HID PROPOSAL Page 3 of 5 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item NO. Description 9999.0411 6" Gravel Driveway 9999.0412 Monolithic Sloped Nose DRAINAGE _ 10241.2024 Remove 36" Sewer Line 10241.3403 Remove 6' Storm Junction Box 10241.4203 Remove 6' Drop Inlet 13301.0001 Pre -CCTV Inspection 13301.0002 Post -CCTV Inspection Specification Section No. Unit of Measure SF _ EA Bid Quantity 1266 Unit Price Bid Value $10,128.00 $25,600.00 $7,560.00 $2,300.00I $4,800.00I $27,072.00I $56,798.50 43 TxDOT 530 99 99 99 $8.00 44 8 $3,200.00 1 2 3 4 5 $105.00 $2,300.00h $2,400.00 $4.50I $5.50 0241 14 LF 1 72 0241 14 EA 1 0241 14 EA 2 3301 31 LF 6016 33 01 31 LF 10327 6 J3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 50 $2,100.00 $105,000.00 7 13305.0109 Trench Safety 33 05 10 LF 11052 $1.00 $11,052.00 8 3341.0405 45" RCP, Class III 3341 10 LF 9 3341.0202 21" RCP, Class IV 3341 10 LF 10 3341.0206 27" RCP, Class IV 3341 10 LF 11 3341.0202 30" RCP, Class IV 3341 10 LF 12 3341.0605 61 RCP, Class III 3341 10 LF 45 $500.00 $22,500.00 13 3341.1102 4x3 Box Culvert 3341 10 LF 314 $390.00 $122,460.00 14 3341.1200 5x2 Box Culvert 3341 10 LF 78 $425.00 $33,150.00 15 3341.1304 li Box Culvert 3341 10 LF 525 $760.00 $399,000.00 16 3341.1402 7x4 Box Culvert 3341 10 LF 303 $655.00 $198,465.00 17 18 19 20 3349.0001 4' Storm Junction Box 13349.0002 5' Storm Junction Box 13349.0003 6' Storm Junction Box 3349.0005 8' Storm Junction Box 3349.4104 21" SET, 1 Pipe 48" SET, 1 pipe 33 49 10 EA 16 $11,400.00 $182,400.00 33 49 10 33 49 10 33 49 10 334940 33 49 40 33 49 20 33 49 20 EA 3 $12,400.00 $15,900.00 $23,000.00 $3,875.00 $8,050.00 _ $7,250,00 $9,950.00 $37,200.00 EA 7 $111,300.00 FA 2 $46,000.00 21 EA 7 $27,125.00 22 1Z1349.4113 EA 2 $16,100.00 23 3349.6001 10' Recessed Inlet (3'to 5' depth) EA 46 $333,500.00 $159,200.00 24 3349.6002 15' Recessed Inlet (T to 4.5' depth) EA 16_ 25 3349.6003 20' Recessed Inlet (3' to 4.5' depth) 34 49 20 EA 3 $14,500.00 $43,500.00 26 3349.0102 4' Manhole Riser 33 49 10 EA 2 $14,500.00 $29,000.00 27 3349.4115 60"SET, 1 pipe 334940 03 30 00 31 3700 EA CY SY 1 914 $12,125.00 $82.00 $230.00 $68,500.00 $49,500.00 _ $48,550.00 $48,550.00 $12,125.00 $74,948.00 $19,090.00 $68,500.00 $49,500.00 $48,550.00 $48,550.00 $76,500.00 $22,962.00 $10,578.00 $27,200.00 28 0330.0001 Concrete Encase Sewer Pipe 29 3137.0101 Concrete Riprap (4") 3137.0105 Medium Stone Riprap, grouted 9999,0200 Wingwall (FW-S)(HW=7 FT) (Phase 1) 9999.0201 Wingwall (FW)(15D)(HW=7.5 FT)(4:1) (Phase 2) 9999.0202 Wingwall (PW)(10D)(HW=6.85 FT)(4:1) (Phase 2) 9999.0203 Wingwall (PW)(HW=7 FT) 9999,0204 Wingwall (PW)(HW=9 FT) 19999.0205 Rail (TY PR1) J9999.0206 Rail (TY PR11) 19999.0500 SW-0 for Tx4' Box 30 31 3700 SY 83 31 TxDOT 466 EA 1 32 TxDOT 466 EA 1 33 TxDOT 466 TxDOT 466 TxDOT 466 TxDOT450 TxDOT 450 TxDOT 466 TxDOT 466 EA 1 34 EA 1 35 36 37 38 FA 1 $76,500.00 LF 178 $129.00 LF 82 $129.00 EA 1 $27,200.00 39 9999.0501 SW-0 for 4'x3' Box EA 40 9999.0502 10' Recessed Inlet (6-6' depth) 33 49 20 EA 10 $8,900.00 $89,000.00 41 9999.0503 15' Recessed Inlet (4.75'-6' depth) 9999.0504 Open Back 15' Recessed Inlet 6999.0505 2' x 2' Drop Inlet 9999.0506 CH-PW-0 (21" dia, 4:1) 9999.0507 CH-PW-0 (21" dia, 5:1) 19999.0508 6'x10' Junction Box 9999.0509 Sidewalk Flume Crossing @ Inlet F-4 19999.0510 PRD-13 TY A Rail 19999.0511 SD Line I Water Line Lowering 33 49 20 EA 3 $11,500.00 $34,500.00 42 33 49 20 EA 1 $11,700.00 $11,700.00 43 TxDOT 465 EA 44 TxDOT 466 EA 2 $14,400.00 $28,800.00 45 46 47 48 49 TxDOT 466 EA 1 $14,450.00 $14,450.00 33 49 20 EA 1 $76,700.00 $76,700.00 99 99 00 LS 1 $2,875.00 $2,875.00 99 99 00 LF 23 $220.00 $5,060.00 99 99 00 LS 1 $10,200.00 $10,200.00 50 51 9999.0512 Remove 43 RCB TxDOT496 LF 89 $100.00 $8,900.00 9999.0513 4' x 4' Drop Inlet TxDOT 465 EA 1 $12,000.00 $12,000.00 SIGNING AND PAVEMENT MARKINGS 1 3217.0101 6" SLD Pvmt Marking HAS (W) 32 17 23 LF 1486 $0.95 $1,411.70 2 3217.0102 6" SLD Pvmt Marking HAS (Y) 32 17 23 LF 9781 $0.95 $9,291.95 3 3217.0103 6" BRK Pvmt Marking HAS (W) 32 17 23 LF 3390 $1.00 $3,390.00 4 3217.0107 6" BRK Pvmt Marking HAS (Y) 32 17 23 LF 1360 $1,00 $1,360.00 5 3217.0104 6" DOT Pvmt Marking HAS (W) 3217.0201 8" SLD Pvmt Marking HAS (W) 3217.0202 8" SLD Pvmt Marking HAS (Y) 3217.0401 18" SLD Pvmt Marking HAE (W) 3217.0403 18" SLD Pvmt Marking HAE (Y) 3217.0501 24" SLD Pvmt Marking HAE (W) 32 17 23 LF 428 $1,00 $428.00 6 32 17 23 LF 2823 $1.15 $3,246.45 $934.80 $1,347.50 $5,461.50 $7,048.00 7 32 17 23 LF 984 $0.95 8 32 17 23 LF 245 $5.50 $5.50 $8.00 9 32 17 23 LF 993 10 32 17 23 LF 881 11 3217.1002 Lane Legend Arrow 32 17 23 FA 15 $250.00 _ $3,750.00 12 3217.1003 Lane Legend DBL Arrow 32 17 23 EA 2 $295.00 _ $599.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal 9/19/2025 00 41 00 Hid Proposal Wa,kbaok I- 031126).,]s 004243 HID PROPOSAL Page 4 of 5 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure EA Bid Quantity 22 Unit Price Bid Value $8,360.00 13 3217.1014 Preformed Thermoplastic Contrast Markings - Legend Double head Combo Arrows 32 17 23 $380.00 14 3217.2102 REFL Raised Marker TY I-C 32 17 23 EA 51 $4.05 $206.55 15 3217.2103 REFL Raised Marker TY II -A -A 33 17 23 EA 148 $4.05 $599.40 16 3217.2104 REFL Raised Marker TY II-C-R 32 17 23 EA 339 $4.05 $1,372.95 17 3441.4002 Furnish/Install Alum Sign Ground Mount TxDOT Std. 3441 30 EA 127 $_ 985.00 $125,095.00 18 9999.0415 8" DOT Pvmt Marking HAS WW9'gap 9999.0416 8" Contrast Pvmt Marking HAS (W) T gap 9999.0417 12" Contrast Pvmt Marking HAS (B) 3' gap 9999.0418 18" Contrast Pvmt Marking HAS (W) 9999.0419 18" DOT Pvmt Marking HAS (W) 9999.0420 24" Contrast Pvmt Marking HAS (W) TxDOT 666 LF 35 $1.50 $3.50 _ $5.00 _ $12.50 $5.85 $15.89 _ $52.50 $857.50 $1,225.00 $4,737.50 $1,146.60 $18,607.19 _ $2,430.00 $2,430.00 19 TxDOT 666 LF 245 20 TxDOT 666 TxDOT 666 TxDOT 666 TxDOT 666 TxDOT 666 LF 245 21 LF 379 22 LF 196 23 LF 1171 24 25 9999.0422 Preformed Thermoplastic Contrast Markings - Legend (W) EA 9 $270.00 9999.0423 Preformed Thermoplastic Contrast Markings - Legend (B) TxDOT 666 EA 9 $270.00 26 9999.0426 Pavement Marking Word TxDOT 666 EA 5 $260.00 $1,300.00 1 2 3 4 5 ILLUMINATION 2605.0121 Furnish/Install Elec Sery Pole Mnt 12605.3015 2" CONDT PVC SCH 80 (T) 2605.3016 2" CONDT PVC SCH 80 (B) 12605.3026 3" CONDT PVC SCH 80 (B) 12605.3022 3" CONDT RM (Riser) 26 05 00 EA 7 $10,095.00 $70,665.00 26 05 33 LF 26260 $22.00 $577,720.00 26 05 33 LF 1265 $33.00 $41,745.00 26 05 33 LF 4025 $37.00 $148,925.00 26 05 33 LF 76 $71.00 $5,396.00 6 3441.1411 NO 12 Insulated Elec Condr 3441 10 LF _ 36 $1.00 $36.00 7 3441.1416 NO 12 Bare Elec Condr 3441.1501 Furnish/Install Ground Box Type B 3441.1506 Furnish/Install Ground Box Type D 3441.1645 Furnish/Install Type 33A Arm 3441 10 LF 36 $1.00 $36.00 $127,205.00 _ $4,514.00 $65,940.00 8 3541 10 EA 95 $1,339.00 9 3441 10 EA 2 $2,257.00 $628.00 10 34 41 20 EA 105 11 3441.1772 Fur/Inst 240-480 V SngPh Trsock Met Ped 3441 20 EA 7- _ $10,095.00 _ $70.665.00 12 3441.3051 Fur/Inst LED Lt Fix (138 W ATB2 Cob Hd) 34 41 20 EA 111 $835.00 $92,685.00 13 3441.3302 Rdwy Ilium Foundation TY 3,5,6, and 8 34 41 20 EA 161 $2,259.00 $363,699.00 14 3441.3311 Contact Enclosure, Pole Mount 3441.3352 Furnishfinstall Rdway Ilium TY 18 Pole 34 41 20 EA 3 $10,095.00 $30,285.00 $567,203.00 $429,390.00 $25,006.00 $1,800 000.00 $420,000.00 $75,000.00 $1,000,000.00 $19,900,718.03 15 34 41 20 344120 EA LF 161 27525 $3.523.00 $15.60 16 3441.9999 #2 COPPER WIRING 3 STRAND 3471.0003 Traffic Control Details MISCELLANEOUS 0170.0100 Mobilization BARRICADES, SIGNS AND TRAFFIC HANDLING SW3P ELEMENTS Construction Allowance -TPW Improvements 17 3471 13 EA 10 $2,500.00 1 01 7000 LS 1 $1,800 000.00 2 TxDOT 502 MO 21 $20,000.00 3 TxDOT 506 LS 1 $75,000.00 4 99 99 99 EA 1000000 $1,00 Sub -Total Unit V - UNIT V - PAVING, DRAINAGE & ILLUMINATION IMPROVEMENTS -ALTERNATE A 1 UKAINAUL 3341.0201 21" RCP, Class III 3341.0205 24" RCP, Class III 3341.0208 27" RCP, Class III 3341.0302 30" RCP, Class III 3341.0305 33" RCP, Class III 3341.0309 36" RCP, Class III 3341.0402 42" RCP, Class III 3341.0409 48" RCP, Class III 3341.060260" RCP, Class III 3341 10 _ $299,090.00 $432,388.00 $35,607.00 $78,000.00 $37,080.00 $176,792.00 $75,215.00 $204,480.00 $213,792.00 LF 2719 $110.00 2 3341 10 LF 3487 $124.00 3 3341 10 LF 249 $143.00 4 3341 10 LF 500 $156.00 5 3341 10 LF 206 $180.00 $196.00 $245.00 $284.00 $408.00 6 3341 10 LF 902 7 3341 10 LF 307 8 3341 10 LF 720 9 3341 10 LF 524 Sub -Total Alternative A - $1.552.444.00 1 9999.0501 21" HP Storm Polypropylene Pipe 2 9999.0502 24" HP Storm Polypropylene Pipe 3 9999.6503 27" HP Storm Polypropylene Pipe 4 9999.0504 30" HP Storm Polypropylene Pipe 5 9999.0505 33" HP Storm Polypropylene Pipe 6 9999.0506 36" HP Storm Polypropylene Pipe 7 9999.0507 42" HP Storm Polypropylene Pipe B 9999.0508 48" HP Storm Polypropylene Pipe 9 9999.0509 60" HP Storm Polvpropvlene Pipe 41 13 LF 2719 $131.00 $131.00 $173.00 $173.00 $214.00 $214.00 $247.00 $336.00 $420.00 _ $356,189 _ $456,797 _ $43,077 _ $86,500 _ $44,084 $193,028 41 13 LF 3487 41 13 LF 249 41 13 LF 500 4113 LF 206 4113 LF 902 41 10 LF 307 _ $75,829 _ $241,920 $220,080 4110 LF 720 4110 LF 524 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal 9/19/2025 00 41 00 Hid Proposal Wa,kbaok I- 031126).,]s 00 42 43 BID PROPOSAL Psge 5 of 5 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Sidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Bid Summary Base Bid UNIT I - Water Improvements $2,889,491.50 $129,079.00 $8,434,414.00 $2,520,294.00 $19,900,718.03 UNIT 11- Sanitary Sewer UNIT III - Bridges UNIT IV - Retaining Wallas UNIT V - Paving, Drainage & Street Light Improvements Total Base Bid $33,873,996.53 Alternate A Bid Total Alternate A Bid $35,426,440.53 Alternate B Bid Total Alternate B Bid $35,591,500.53 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 00 4100 Bid Proposal Woik6aok (rev. 031126).,Ia SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: 00 43 13 BID BOND Page 1 of 2 That we, Mario Sinacola & Sons Excavating, Inc. , known as "Bidder" herein and Travelers Casualty and Surety Company of America a corporate surety duly authorized to do business in the State of Texas, known as "Surety" herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum of five percent (5%) of Bidder's maximum bid price, in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as McCart Avenue (Phase 1 & 2) and McPherson Boulevard NOW, THEREFORE, the condition of this obligation is such that if the City shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the City in accordance with the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bid amount. 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. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 3rd day of February , 2026. ATTEST: Witness as t Principal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/1912025 PRINCIPA Mario Si acola & S Is Exc I Inc. Signature Michael Sinacola. Vice President Name and Title McCart Avenue (Phase 1 & 2) and McPherson Boulevard City Project No. CO2505 Witness as to Surety 00 43 13 BID BOND Page 2 of 2 Address: 10950 Research Road Frisco, TX 75033 SURETY: Travelers Casualty and Surety Company of America BY: 'i Sig ature Sophinie Hunter, Attorney -In -Fact Name and Title Address: One Tower Square, S102A Hartford, CT 06183 Telephone Number: 214-989-0000 Attach Power of Attorney (Surety) for Attorney -in -Fact *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS McCart Avenue (Phase 1 & 2) and McPherson Boulevard Revised 911912025 City Project No. CO2505 Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company TRAVELERSTRAVELERSJ St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies'), and that the Companies do hereby make, constitute and appoint Sophinie Hunter of DALLAS , Texas , their true and lawful Attorneys) -in -Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. � U 4 � State of Connecticut City of Hartford ss. By: Robert L. Raney'rSenior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal. 1� r4olAr+v us , My Commission expires the 30th day of June, 2026 � *� � ra` " Anna P. Nowik, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in - Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 3rd day of February , 2026 '00t.+�.. C . Kevin E. Hughes, Assi tant Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above -named Attorney(s)-in-Factand the details of the bond to which this Powerof Attorney is attached. TRAVELERS 1 IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may contact Travelers Casualty and Surety Company of America , for information or to make a complaint at: Travelers Bond Attn: Claims One Tower Square, S102A Hartford, CT 06183 1-800-328-2189 You may contact the Texas Department of Insurance to obtain the information on companies, coverages, rights or complaints at: Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 (800) 252-3439 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition of the attached document and is given to comply with Section 2253-021, Government Code, and Section 53.202, Property Code, effective September 1, 2001. 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. BIDDER: END OF SECTION Date: February 12, 2026 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS McCart Avenue (Phase 1 & 2) and McPherson Boulevard Revised 9/19/2025 City Project No. CO2505 004511-1 BIDDERS PREQUALIFICATIONS Pagel of 3 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 be rejected. 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 a Bidder'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/taxl2ermit/ 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised August 13, 2021 0045 11 - 2 BIDDERS PREQUALIFICATIONS Page 2 of 3 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 3. Eligibility for Award of Contract 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised August 13, 2021 0045 11 - 3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to 2 perform the prequalified work types until the expiration date stated in the letter. 3 `"11- Fix6j"12I CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised August 13, 2021 0045 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 Water Distribution, Urban and Renewal, 12-inch diameter and Burnsco Construction Inc. 6/30l2026 smaller Water and Sanitary Sewer, 12- Burnsco Construction Inc. 6/30/2026 inch diameter and smaller Concrete Paving Construct/Reconstruct (greater Mario Sinacola & Sons Excavating, Inc. 2/28/2027 than 15,000 SY) Roadway and Pedestrian 'Lighting Bean Electrical Inc. aka Lumin8 Transporation Technologies, LLC 3/24/2027 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Mario Sinacola & Sons Excavating, Inc. (R L St v s 10950 Research Road Frisco, Texas 75033 214-387-3900 ature) Title. (Vice President Date: March 12. 2026 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS McCart Avenue (Phase 1 2) and McPherson Boulevard Revised '09/1912025 City Project No. CO2505 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. CO2505. 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: Mario Sinacola & Sons Excavating, Inc. Company 10950 Research Road Address Frisco, Texas 75033 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT Title: Vice President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Michael Sinacola 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 Mario Sinacola & Sons Excavating Inc for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 12th day of February , 2025. c►aY Pug MEREDITH R NELSON Notary ID #129927329 Notary Pu lic in and for the State of Texas r� My Commission Expires ors August 20, 2026 xrr END OF SECTION CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 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 00 45 41 - 1 SMALL BUSINESS ENTERPRISE GOAL Page 1 of 1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 1, 2025 £ O 0 w U a � Nco L o F ® 3 A � m W A o a o A 3 0 � Cl) W Z cn V W :t O v0 � cu �� F a m m U o A ❑ W W U 7 O a a w 0 Ln N cz Zd O'dm s � � E V N 0 (n a @ a� 0 3 N Q "' � Z m W o o Ln z O z O w w u E �� O z "' ¢ L V O ® Z z F z I- w Q CL (D ® A W W d W W Q � Y L V O N y cc®Occcc 1= m o'= n. m U IL a m ci J3 m m N 0 U 0 r w a d � C4 FG d d A A A E-1 AEl N E O 0. 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O °7 •:. cUa d � o ,q E o d ^moo o E O d •a •moo o ° � z ra dU w w U 4 ra dU ,i,a° a w U z as dU a w U a 0 in 0 w a � b � F �i z � z A � A ❑ A ❑ W ►Wr CDa aa, a UD O z 6 o z W a M00 Cl) U M CN rti Vl CA p w p � w �' O U z ❑ O o O o O p o r O rA a, w a ul U ` ul a O - o p p �� o� co s U ca X F, O o A)p p o �' in U U p �> w p w p a> L � y O E y W E W cri W c,) N D UD Z O q q ci A A Q z ai O C d� z ti a z o d m z �-.. e zci a Vi h W C •� •� W d y y u •� Q Q m PCm b 0 O R b VI i 0 d U iZ ?o <C UFO d' U ?•i W U 0.4 w M O O N N Goa O M Cl) G6 O O LO O � � M M 69 Cl) It N M 69 bA Y 0 U 'C3 3 O �Y U Z 6� O O � U � � w O y � � � O � c Cn Q � � a a � 6 U Z 41 0 0 �q ti Y Y 0 0 z o � 0 C ct c� F O h Eo Fo 14 =i N bA d L N O � co m r d C s° d N W LU 2 0 u in d L to E W N O `° o p ao j u x w m = N o V E N co W + m N LO N cv N N 0 N +4-+1 Cfl0 s+N� y E o0 o cn > P � U o� Q LL V 7 NCTRCA Small Business Enterprise (SBE) Lucky Lady Oil Company Lucky Lady Oil Company has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 424720: FUEL OIL TRUCKJOBBERS NAICS 424720: PETROLEUM AND PETROLEUM PRODUCTS MERCHANT WHOLESALERS (EXCEPT BULK STATIONS AND TERMINALS) This Certification commences January 9, 2025 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit_ At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: January 31, 2027 Issued Date: January 9, 2025 CERTIFICATION NO. WFSB30125YO126 3 Certification Administrator Small Business Enterprise (SBE) Texas Environmental Management - San Antonio, Inc Texas Environmental Management - San Antonio, Inc has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 237110: WATER AND SEWER LINE AND RELATED STRUCTURES CONSTRUCTION NAICS 237310: HIGHWAY, STREET, AND BRIDGE CONSTRUCTION NAICS 237990: OTHER HEAVYAND CIVIL ENGINEERING CONSTRUCTION This Certification commences January 12, 2026 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: January 12, 2028 Issued Date: January 12, 2026 CERTIFICATION NO. WFSB12591 N0128 Certification Administrator Small Business Enterprise (SBE) NOT RCA TEJAS CUTTERS LLC TEJAS CUTTERS LLC has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 237310: HIGHWAY, STREET, AND BRIDGE CONSTRUCTION This Certification commences February 4, 2026 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: February 29, 2028 Issued Date: February 4, 2026 CERTIFICATION NO. WMSB05778N0228 Certification Administrator Small Business Enterprise (SBE) NCTR A Lollar Construction Group, LLC Lollar Construction Group, LLC has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 237310: BRIDGE APPROACH CONSTRUCTION NAICS 237310: CONCRETE PAVING (I.E., HIGHWAY, ROAD, STREET, PUBLIC SIDEWALK) NAICS 237310: CONSTRUCTION MANAGEMENT, HIGHWAY, ROAD, STREET AND BRIDGE NAICS 237310: CULVERTS, HIGHWAY, ROAD AND STREET, CONSTRUCTION NAICS 237310: CURBS AND STREET GUTTERS, HIGHWAY, ROAD AND STREET, CONSTRUCTION NAICS 237990: RIPRAP INSTALLATION NAICS 423390: OTHER CONSTRUCTION MATERIAL MERCHANT WHOLESALERS NAICS 561790: CLEANING (E.G., POWER SWEEPING, WASHING) DRIVEWAYS AND PARKING LOTS NAICS 561990: FLAGGING (I.E., TRAFFIC CONTROL) SERVICES This Certification commences February 13, 2024 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: February 28, 2026 Issued Date: February 13, 2024 CERTIFICATION NO. WFSB15075YO226 Certification Administrator TM 125 E 11th St Austin, Texas 78701 OV ,Texas 512.463.8588 Department of Transportation tXdOt. g January 22, 2025 Eric McMahon Owner Blue Bird Construction, LLC 10707 Justin Cemetery Road Justin, TX 76247 RE: Small Business Enterprise (SBE) Certification Approved Application Dear Eric McHahon: Congratulations! Your application for SBE certification has been approved. Your firm can now be considered toward statewide SBE goal credit on state funded contracts and will be listed in the Texas Unified Certification Program directory with the following work category(ies). Texas Work Category: Fencing NAICS Codes: 238990 Fence Installation NAICS Codes: 238990 Fencing Contractors NAICS Codes: 332618 Fencing and Fence Gates To ensure that your certification remains valid, please periodically review your account information through the Diversity Management System (DMS) at https://txdot.txdotcros.com/. Failure to maintain accurate records related to ownership, management control, and contact information could negatively affect your eligibility in the SBE program. If you experience technical difficulties with DMS please click on the "Contact Us and Support" link on the DMS homepage. A firm must be registered with the Secretary of State in order to do business with TxDOT, but Secretary of State registration is not a requirement for DBE Certification. Sincerely, r46W1-- Michael ryant Director Civil Rights Division Connecting You with Texas An Equal Opportunity Employer Small Business Enterprise (SBE) NCTR R Klutz Construction, LLC Klutz Construction, LLC has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 237310: CONCRETE PAVING (I.E., HIGHWAY, ROAD, STREET, PUBLIC SIDEWALK) NAICS 238110: FOOTING AND FOUNDATION CONCRETE CONTRACTORS NAICS 327331: CONCRETE BLOCKAND BRICK MANUFACTURING This Certification commences March 5, 2026 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: March 31, 2028 Issued Date: March 5, 2026 CERTIFICATION NO. PMSB67514N0328 Certification Administrator 125 E 11th St I Austin, Texas 78701 ZTxas512.416.4700 partment txdot. ovansportation g 12/8/2025 John Barry Clark President Peachtree Construction, Ltd. 5801 Park Vista Circle Keller, TX 76248 Re: Small Business Enterprise (SBE) Certification - Renewal Approval Dear Mr. John Barry Clark: We have approved your recently submitted renewal application and your SBE certification remains active. To ensure that your certification remains valid, please visit TxDOT DMS at https://txdot.txdotcros.com/ to periodically review your account information and complete the Renewal Application. Failure to maintain accurate records related to ownership, management control, and contact information could negatively affect your eligibility in the SBE program. If you experience technical difficulties with DMS please click on the "Contact Us and Support" link on the DMS homepage. If you have any questions, you may contact Christina Calvo at (512) 571-2490. Sincerely, P'9 - Michael rBryant Director Civil Rights Division Connecting You with Texas An Equal Opportunity Employer 12/19125, 8:04 AM Certification: View 62Gnow Certification List Submit Change Request View Letters & Certificates Add Date Alert Vendor Information BUSINESS NAME SYSTEM VENDOR NUMBER PRIMARY OWNER'S NAME ETHNIC GROUP GENDER Certification Information CERTIFYING AGENCY CERTIFICATION TYPE EFFECTIVE DATE RENEWAL DATE Contact Information MAIN COMPANY EMAIL MAIN PHONE MAIN FAX Addresses PHYSICALADDRESS MAILING ADDRESS Business Capabilities PEACHTREE CONSTRUCTION, LTD. 20338310 Mr. JOHN BARRY CLARK Caucasian Male Texas Department of Transportation SBE - Small Business Enterprise 12/8/2025 12/31/2028 JBCLARK@PEACHTREECON.COM 817-741-4658 817-741-4648 5801 PARK VISTA CIRCLE KELLER, TX 76248 [map] 5801 PARK VISTA CIRCLE KELLER, TX 76248 rmapj https:/Itxdot.txdotcros.com/FrontPage/VendorMain.asp?XID=7476 1 /3 12119/25, 8:04 AM BUSINESS CERTIFIED FOR FULL DESCRIPTION OF CAPABILITIES/PRODUCTS COMMODITY CODES KGnow Asphalt Asphalt NAICS 237310 Asphalt paving (i.e., highway, road, street, public sidewalk) (More) TxDOT 01 Asphalt - includes seal coats and surface treatments, limestone rock asphalt, cold -mix asphaltic concrete pavement, hot mix asphaltic concrete pavement, etc. Location and Work Districts/Regions COUNTY Denton (TX) STATEWIDE WORK AREA No WORK DISTRICTS/REGIONS Dallas Additional Information Letters & Certificates Viewed In View Letter Type Format Date Sent System By Vendor View TxDOTSBE Renewal Certification - Application Approved Email 12/8/2025 Eer=tffica=tionL-ist This profile was generated on 12/19/2025 https://txdot.txdotcros.com/FrontPageNendorMain.asp?XID=7476 213 NCTRCA Small Business Enterprise (SBE) McRyan Hauling, Inc DBA McRyan Hauling McRyan Hauling, Inc DBA McRyan Hauling has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 423320: BRICK, STONE, AND RELATED CONSTRUCTION MATERIAL MERCHANT WHOLESALERS NAICS 423390: OTHER CONSTRUCTION MATERIAL MERCHANT WHOLESALERS NAICS 424720: PETROLEUM AND PETROLEUM PRODUCTS MERCHANT WHOLESALERS (EXCEPT BULK STATIONS AND TERMINALS) NAICS 484220: SPECIALIZED FREIGHT (EXCEPT USED GOODS) TRUCKING, LOCAL NAICS 484230: SPECIALIZED FREIGHT (EXCEPT USED GOODS) TRUCKING, LONG-DISTANCE This Certification commences February 11, 2025 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: February 28, 2027 Issued Date: February 11, 2025 CERTIFICATION NO. VVFSB36730N0227 Certification Administrator OFFICIAL RECORD 005243-1 Agreement CITY SECRETARY Page 1 of FT. WORTH, TX SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on June 9' 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 Mario Sinacola & Sons Excavating 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 Documents may be the whole or only a part is generally described as follows: McCart Avenue (Phase 1)(from N. Crowley -Cleburne Road to W. Risinger Road) and McCart Avenue Phase 2 (from Twinleaf Drive to N. Crowley -Cleburne Road) & McPherson Boulevard (from W. Cleburne Rd to McCart Avenue) City Project No. CO2505 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 Thirty -Five Million, Four Hundred Twenty -Six Thousand, Four Hundred Forty and 53/100 Dollars ($35,426,440.53). 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 622 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 One Thousand Three Hundred and 00/100 Dollars ($1,300.00) 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. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 (effective September 1, 2025) 005243-2 Agreement Page 2 of 6 Article 5. CONTRACT DOCUMENTS 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. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 (effective September 1, 2025) 005243-3 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 (effective September 1, 2025) 005243-5 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 I-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 -Party Beneficiaries. This Agreement gives no rights or benefits to anyone other than the City and the Contractor and there are no third -parry 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 (effective September 1, 2025) 005243-6 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: kvMeg 1— Steveht Rober[ L. Stevens Oun 25. 2026 10:40.43 CDT) Signature Robert L. Stevens (Printed Name) Vice President Title 10950 Research Road Address Frisco, Texas 75033 City/State/Zip 06/25/2026 Date OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX City of Fort Worth By: Jesica McEachern Assistant City Manager 07/10/2026 Date FOR, T➢4p Attest: Jannette Goodall, City Secretary (Seal) M&C: 26-0503 Date: June 9th, 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. 4�-* Raul R. Lopez, PE Engineering Manager Approved as to Form and Legality: Q�&r— Douglas Black (Jul 9, 2026 10:34:23 CDT) Douglas W. Black Sr. Assistant City Attorney CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 (effective September 1, 2025) APPROVAL RECOMMENDED: Di°. I,�,t.,,. Lauren Prieur (Jul 2, 2026 13:50:35 CDT) Lauren L. Prieur, PE, Director, Transportation and Public Works Department McCart Avenue (Phase 1 & 2) and McPherson Boulevard City Project No. CO2505 Bond #108519075 006113-1 PERFORMANCE BOND Page 1 of 2 SECTION 00 6113 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Mario Sinacola & Sons Excavating, Inc. known as "Principal" herein and Travelers Casualty and Surety Company of America a corporate surety(sureties, .if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and finely bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum of, Thirty Five Million Four Hundred Twenty Six Thousand Four Hundred Forty and 53/100 Dollars ($ 35,426,440.53 }, lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the City awarded the 9th day of June 3 20 26, which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated as McCart Avenue (Phase 1)(from N. Crowley -Cleburne Road to W. Risinger Road) and McCart Avenue Phase 2 (from Twinleaf Drive to N. Crowley - Cleburne Road) & McPherson Boulevard (from W. Cleburne Rd to McCart Avenue), City Project No. CO2505. NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. 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. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 8, 2023 0061 13 - 2 PERFORMANCE BOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 30 day of 20 ? G. Witness as to Surety JWKr— PRINCIPAL Mario Si c la & SA vating, Inc. BY: AMIV14�cb%*� ir Signarwe Robert L. Stevens Vice President Name and Title Address: 10950 Research Road Frisco, TX 75033 SURETY: Travelers Casualty and Surety Company of America BY: Si ature Sophinie Hunter, Attorney -In -Fact Name and Title Address: One Tower Square, S102A Hartford, CT 06183 Telephone Number: 214-989-0000 Email Address: sop le. un er aon.corn *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, CO2505 Revised December 8, 2023 Bond #108519075 0061 14 -1 PAYMENTBOND Page l of SECTION 00 6114 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § .That we, Mario Sinacola & Sons Excavating, Inc. known as "Principal" herein, and Travelers Casualty and Surety Company of America corporate surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the penal sum of Thirty Five Million Four Hundred Twenty Six Thousand Four Hundred Forty and 531100 Dollars (S 35,426,440.53 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, Principal has entered into a certain written Contract with City, awarded the 9th day of June , 20 26 , which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined by law, in the prosecution of the Work as provided for in said Contract and designated as McCart Avenue (Phase 1)(from N. Crowley -Cleburne Road to W. Risinger Road) and McCart Avenue Phase 2 (from Twinleaf Drive to N. Crowley-Clebume Road) & McPherson Boulevard (from W. Cleburne Rd to McCart Avenue), City Project No. CO2505. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 8, 2023 0061 14 - 2 PAYMENT BOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the .30 day of Ja he , 20 26 . Robert L. Stevens, Vice President Name and Title Address: 10950 Research Road Frisco, TX 75033 SURETY: Travelers Casualty and Surety Company of America ATTEST: BY:-� Signatihe Sophinie Hunter, Attorney -In -Fact (Surety) Secretary Name and Title r, Witness as to Surety Address: One Tower Square, S102A Hartford, CT 06183 Telephone Number: 214-989-0000 Email Address: sophie.hunter@aon.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 OF SECTION CITY OF FART WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 8, 2023 Bond #108519075 006119-1 MAINTENANCE BOND Pagel of 3 1 SECTION 00 6119 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § K1�i 5 § OW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we Mario Sinacola & Sons Excavating, Inc. known as 8 "Principal' herein and Travelers Casualty and Surety Company of America , a corporate surety 9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" 10 herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the sum 12 of Thirty Five Million Four Hundred Twenty Six Thousand Four Hundred Forty and 53/100 Dollars ($ 35 426,440.53 13 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 14 of which sum well and truly be made unto the City and its successors, we bind ourselves, our heirs, 15 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 16 17 WHEREAS, the Principal has entered into a certain written contract with the City awarded 18 the 9th day of June , 20 26 , which Contract is hereby 19 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, 20 equipment labor and other accessories as defined by law, in the prosecution of the Work, including 21 any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as 22 provided for in said contract and designated as McCart Avenue (Phase 1)(from N. Crowley- 23 Cleburne Road to W. Risinger Road) and McCart Avenue Phase 2 (from Twinleaf Drive to N. 24 Crowley -Cleburne Road) & McPherson Boulevard (from W. Cleburne Rd to McCart Avenue), City 25 Project No. CO2505; and 26 27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will remain 29 free from defects in materials or workmanship for and during the period of two (2) years after the 30 date of Final Acceptance of the Work by the City ("Maintenance Period"); and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 33 receiving notice from the City of the need therefor at any time within the Maintenance Period. 34 CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 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. CrrY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 0061 19-3 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 30 day of _J4 3 , 20? G. 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 (Principal) S eta Joseph Sinacola JWJtness,a WPrincipalnt ATTEST: &,.A- mLtw�, (Surety) Seer tary Witness as to Surety Rnharh L. Stevens, Vice President Name and Title Address: 10950 Research Road Frisco, TX 75033 SURETY: Travelers Casualty and Surety Company of America Sophinie Hunter, Attorney -In -Fact Name and Title Address: One Tower Square, S102A Hartford, CT 06183 Telephone Number: 214-989-0000 Email Address: Sophie.hunter@aon.com *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY Travelers Casually and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and the Companies do hereby make, constitute and appoint Sophinie Hunter of DALLAS , Texas , their true and lawful Attomey(s)•in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 13th day of May, 2026. �s 2. 4 • SEAL t '{��� SEAL r �.,' SEAL State of Connecticut City of Hartford ss. By, 1� f Bryce Grissom, Senior Vice President On this the 13th day of May, 2026, before me personally appeared Bryce Grissom, who acknowledged himself to be the Senior Vice President, Surety, Bond & Specialty Insurance, of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal. My Commission expires the 31st day of March, 2031 A:RILt' '• J Marie E. Sorensen, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation Is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seat by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Altomeys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory In the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this day of u A N, ,Fj`��p 5LY� �S•. Ll Y A'Yb� NO .. M 7 C 4":' �• r rW .. ...� K: )z" 6SEAL<�i SEAL 7SEALa _TKevin E. Hughes, Assistant Secretary �.� To verify the authenticity of this Power of Attorney, please call us at 1.800-421-3880. Please refer to the above -named Attomey(s)-in-Fact and the details of the bond to which this Power of Attorney is attached. f TRAVELERS) IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may contact Travelers Casualty and Suretv Company of America , for information or to make a complaint at: Travelers Bond Attn: Claims One Tower Square, S 102A Hartford, CT 06183 1-800-328-2189 You may contact the Texas Department of Insurance to obtain the information on companies, coverages, rights or complaints at: Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 (800) 252-3439 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition of the attached document and is given to comply with Section 2253-021, Government Code, and Section 53.202, Property Code, effective September 1, 2001. Flores, Sophia From: Coleman, Stephhanie R <SRCOLEMA@travelers.com> Sent: Wednesday, July 1, 2026 8:57 AM To: Flores, Sophia Cc: Tucker, Abby Subject: RE: Verification of Bond# 108519075 This message is from an external organization. This message came from outside your organization. mmiftw Good Morning, Report Suspicious Bond 108519075 for Mario Sinacola & Sons Excavating, Inc. is active and in its 6/26/26 — 1/26/29 billing term. Payment and performance limits are listed at $35,591,501, project listed below is correct. Thanks! Stephhanie Stephhanie (Tanner) Coleman I Sr. Administrative Assistant I Bond & Specialty Insurance Travelers I Bond Express PO Box 2905 Hartford, CT 06104-2905 AW TRAVEL EM From: Flores, Sophia <Sophia.Flores2@fortworthtexas.gov> Sent: Wednesday, July 1, 2026 9:33 AM To: Bond POA Verify <BondPOAVerify@travelers.com> Cc: Tucker, Abby<Abby.Tucker@fortworthtexas.gov> Subject: [External] Verification of Bond# 108519075 CAUTION: This email came from outside of the company. Please exercise caution when opening attachments, clicking links or responding to this email. The original sender of this email is Sophia.Flores2(@-fortworthtexas.gov. Hello, The City of Fort Worth requires bond verification before a contract can be executed. We have received the following bonds from Mario Sinacola & Sons Excavating, Inc.: Bond #108519075, in the amount of $35,426,440.53, issued by Travelers Casualty and Surety Company of America for City Project #CO2505, McCart Avenue (Phase 1 & 2) & McPherson Boulevard. Please confirm that the bonds and corresponding amounts are valid so we can proceed with awarding the contract to Mario Sinacola & Sons Excavating, Inc. If this is not the right bond verification address, please provide for Travelers Casualty and Surety Company of America. 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 This message (including any attachments) may contain confidential, proprietary, privileged and/or private information. The information is intended to be for the use of the individual or entity designated above. If you are not the intended recipient of this message, please notify the sender immediately, and delete the message and any attachments. Any disclosure, reproduction, distribution or other use of this message or any attachments by an individual or entity other than the intended recipient is prohibited. Attachment Code: D470795 Master ID: 1397399, Certificate ID: 23686283 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2026 — 2/28/2027 Policy No. GL 6676705 Endorsement No. Named Insured Mario Sinacola & Sons Excavating, Inc. Premium $ Insurance Company Safety National Casualty Corporation Countersigned By (Countersignature by the Broker or Agent shall only occur in the mailing states that require countersignature) SNGL 047 0514 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 23686283 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG20101219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Locations Of Covered Operations Any person or organization as required by All of your projects. written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 23686283 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. Page 2 of 2 © Insurance Services Office, Inc., 2018 CG 20 10 12 19 Attachment Code: D512371 Master ID: 1397399, Certificate ID: 23686283 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG20371219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations Any person or organization as required All of your projects. by written contract or agreement that is executed prior to the loss. I Information required to complete this Schedule, if not shown above, will be shown in the II A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 37 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512366 Master ID: 1397399, Certificate ID: 23686283 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG24041219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. 11 The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D547141 Master ID: 1397399, Certificate ID: 23686283 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512368 Master ID: 1397399, Certificate ID: 23686283 POLICY NUMBER: CA 6676704 COMMERCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: MARIO SINACOLA & SONS EXCAVATING, INC Endorsement Effective Date: 2/ 2 8/ 2 0 2 6 SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section II — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I — Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 Attachment Code: D512364 Master ID: 1397399, Certificate ID: 23686283 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART SCHEDULE Name Of Person Or Organization: Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CHANGE We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for "bodily injury" or "property damage" to which this insurance applies, caused by an "accident" and resulting from the ownership, maintenance or use of a covered "auto". This waiver applies only to the person or organization shown in the Schedule above. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2026 Policy No. CA 6676704 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Premium $ Included SNCA 027 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D580710 Master ID: 1397399, Certificate ID: 23686283 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2026 Policy No. CA 6676704 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Premium $ Included SNCA 039 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D545570 Master ID: 1397399, Certificate ID: 23686283 Auto Policy Number: CA 6676704 COMMERCIAL AUTO CA 04 49 11 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". B. The following is added to the Other Insurance Condition in the Auto Dealers Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage and General Liability Coverages are primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 © Insurance Services Office, Inc., 2016 Page 1 of 1 Attachment Code: D512358 Master ID: 1397399, Certificate ID: 23686283 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. SCHEDULE ANY PERSON OR ORGANIZATION AS REQUIRED BY WRITTEN CONTRACT OR AGREEMENT THAT IS EXECUTED PRIOR TO THE LOSS. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2026 Policy No. LDC4068680 Endorsement No. Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 00 03 13 (04 84) © 1983 National Council on Compensation Insurance. Page 1 of 1 Attachment Code: D635394 Master ID: 1397399, Certificate ID: 23686283 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 99 35 SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES ENDORSEMENT As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2026 Policy NO.LDC4068680 Endorsement No. Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 99 99 35 (07 12) Page 1 of 1 Attact MKLo¢s DOM(pST;Oj)ANC'VNML(bAtif]Rgq-]JRB46M*IMURANCE POLICY WC 42 03 04 B TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. SCHEDULE 1. ( ) Specific Waiver (X) Blanket Waiver Any Person or Organization as required by written contract or agreement that is ex :cuted prior to the loss. 2. Operations: 3. Premium: $ The premium charge for this endorsement shall be percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2026 Policy No.LDC4068680 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 42 03 04 B (06 14) 9 Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 McCart Avenue (Phase 1 & 2) and McPherson Boulevard City Project No. CO2505 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Defmitions and Terminology.......................................................................................................... l 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 ................. ..19 ..19 CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 Article 10 - Changes in the Work; Claims; Extra Work ........... 10.01 Authorized Changes in the Work .......................... 10.02 Unauthorized Changes in the Work ...................... 10.03 Execution of Change Orders .................................. 10.04 Extra Work............................................................. 10.05 Notification to Surety ............................................. 10.06 Contract Claims Process ........................................ .......................................................... 38 .......................................................... 38 .......................................................... 39 .......................................................... 39 .......................................................... 39 .......................................................... 39 .......................................................... 40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement .............. 11.01 Cost of the Work................................................................................................................. 11.02 Allowances......................................................................................................................... 11.03 Unit Price Work.................................................................................................................. 11.04 Plans Quantity Measurement.............................................................................................. Article 12 - Change of Contract Price; Change of Contract Time ......................................................... 12.01 Change of Contract Price.................................................................................................... 12.02 Change of Contract Time.................................................................................................... 12.03 Delays................................................................................................................................. Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ........ 13.01 Notice of Defects.......................................................................................................... 13.02 Access to Work............................................................................................................. 13.03 Tests and Inspections.................................................................................................... 13.04 Uncovering Work.......................................................................................................... 13.05 City May Stop the Work............................................................................................... 13.06 Correction or Removal of Defective Work.................................................................. 13.07 Correction Period.......................................................................................................... 13.08 Acceptance of Defective Work..................................................................................... 13.09 City May Correct Defective Work............................................................................... 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............................................................................ ...... 46 ...... 46 ...... 47 ...... 47 .............. 52 .............. 52 .............. 52 .............. 54 .............. 55 .............. 55 .............. 55 .............. 56 .............. 56 .............. 57 ... 57 ... 57 ... 58 ...60 ........ 61 ........ 61 CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 party 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 1.01 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 parry. 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 ofLands 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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 of Insurance 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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. 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 01 25 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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 2258, 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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: h=s://comptroller.texas. aov/taxes/permit/ 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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.B. 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 1NDF.MNiFiCATiON PROVISION iS SPF.CiFiCAi,i,Y 1NTF,NDFD TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF TIN, DAMAGES BUNG SOUGHT WERE. CAUSED. iN WHOi.F. OR iN PART. RV ANY ACT. OMISSION OR NF.Gi IGENCE OF THE CiTV. 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. TMS iNDENMIFiCATiON PROVISION iS CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 GENERAL CONDITIONS Page 34 of 63 '10111111110111111110111M 1Fill � 11111111 1111011ill1 i 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 Determinationsfor 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 fiarnish 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 11.013, 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 11.0l.B, 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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 11.01.A.I 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 11.01.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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 if- 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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 parry 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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 TIME 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 12.0l.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 11.0l.A.4 and 11.0l.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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 11.01.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 11.01.13; 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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 furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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: 1. 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 GENERAL CONDITIONS Page 54 of 63 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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.O5.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 Final Inspection 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: September 1,2025 007200-1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revision: Seplember 1,2025 00 73 00 SUPPLEMENTARY CONDITIONS SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions Page I of 7 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-4.01 A 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.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of December 3, 2025: Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER None TARGET DATE OF POSSESSION The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 7 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 December 3, 2025 EXPECTED UTILITY AND LOCATION OWNER Please refer to Utility Matrix in the Aivendi TARGET DATE OF ADJUSTMENT 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: A GEI Report No. El 8-175, dated September 28, 2018, prepared by GEOTEL ENGINEERING, INC, a sub -consultant of Bridgefarmer & Associates, Inc., a consultant of the City, providing additional information on Geotechnical Report. 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: Phase 2 Plan Set, sheet 114 SOIL BORING LOGS 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: Bridgefarmer & Associates, Inc. (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 CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 7 SC-5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits o£ $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: (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 None. 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: Required for this Contract CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 X Not required for this Contract McCart Avenue (Phase I & 2) and McPherson Boulevard City Project No. CO2505 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 7 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. 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 and Highway Construction Projects) A copy of the table is also available by accessing the City's website at: https://apps.fortworthtexas.gov/ProjectResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 — General Conditions CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 7 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. TCEQ Notice of Intent of Storm Water Discharges 2. TCEQ General Permit for Storm Water Discharges from Construction Activities 3. TCEQ Notice of Termination 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: None 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 December 3, 2025: Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 6.20 Contractor's General Warranty and Guarantee Revise Section D as follows: 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. The City will give notice of observed defects with reasonable promptness. SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "Contractor") agrees as follows: 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin, in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 6 of 7 Information and Reports: The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information and its facilities as may be determined by City or the Texas Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the City, or the Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the Texas Department of Transportation may determine to be appropriate, including, but not limited to: a. withholding of payments to the Contractor under the Contract until the Contractor complies, and/or b. cancellation, termination or suspension of the Contract, in whole or in part. 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontract or procurement as City or the Texas Department of Transportation may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request City to enter into such litigation to protect the interests of City, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Additional Title VI requirements can be found in the Appendix. 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 SC-8.01, "Communications to Contractor" SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Reka Aczel, MSc, PE, or his/her successor pursuant to written notification from the Director of Transportation and Public Works Department. SC-13.03C., "Tests and Inspections" None SC-16.01C.1, "Methods and Procedures" None CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 0073 00 SUPPLEMENTARY CONDITIONS Page 7 of 7 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 TxDOT specifications 9/19/25 Michael Owen SC 6.20 Revised Contractors General Warranty and Guarantee language if using TxDOT specifications CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised September 19, 2025 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 011100 SUMMARY OF WORK 011100-1 SUMMARY OF WORK Pagel of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises I . Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 11 00 - 3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 012500-1 SUBSTITUTION PROCEDURES Pagel of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 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 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. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with I 1 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if- 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 30 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 31 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXI MIT A 2 REQUEST FOR SUBSTITUTION FORM: 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 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 Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm _ Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended Received late By Date _ Remarks Date Rejected McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 013119 PRECONSTRUCTION MEETING 0131 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 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 ee. Record Drawings ff. Temporary construction facilities gg. Final Acceptance hh. Final Payment ii. Questions or Comments McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 0131 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9/l/2025 M Owen Deleted Section 1.4 B.5..hh, due to new Small Business Ordinance McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 013120-1 PROJECT MEETINGS Pagel of 3 1 SECTION 013120 2 PROJECT MEETINGS HEMB 111 1" Dkl 7\ 1 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1— General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre -Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 013120-2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general, the neighborhood meeting will occur within the 2 weeks following 5 the pre -construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as - II needed basis. Such additional meetings shall include, but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings, prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations, problems, conflicts 32 c. Items which impede construction schedule 33 d. Review of off -site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 in. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 9 013120-3 PROJECT MEETINGS Page 3 of 3 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] 20 PART 3 - EXECUTION [NOT USED] 21 22 23 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 32 16 - 1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 1 SECTION 0132 16 2 CONSTRUCTION SCHEDULE 3 PART1- 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 manager throughout 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2of10 1 Each project is represented by City's master project schedule that encompasses the 2 entire scope of activities envisioned by the City to properly deliver the work. When the 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. 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 development and 14 maintaining a master project schedule for each project. When the City contracts for 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 not required) 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 Duration Project 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 work effort. 46 The Contractor issues to the City, updates to the "start" and "fmish" 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 01 32 16 - 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 IA.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 on the 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 I 1 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 fulfill their 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 of the 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. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 1 2 3 4 5 6 7 8 9 10 I 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 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4of10 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 IVVIAC_Baseline • Progress Schedule File Name Format: City Project Number —Project Name_YYYY-MM Example: 101376 North Montgomery Street HMAC_2018_01 • Project Schedule Progress Narrative File Name Format: City Project Number —Project Name PN_YYYY-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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 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 their Baseline 8 project schedule. 10 H. WBS & Milestone Standards for Schedule Development I 1 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 I A.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 this requires 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 6of10 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 new activity(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 accepted by 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%) XXX XX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.3 0.60. 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 XXXX0X.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. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 013216-7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 1 Activity ID Activity 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 alignment of 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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. Schedule Format 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 0132 16.1 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 5 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) by the 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 S 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 01 32 16 - 9 CONSTRUCTION PROGRESS SCHEDULE Page 9of10 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 provided in 5 Specification 0132 16.3 Construction Project Schedule Progress Narrative. The content 6 of the Construction Project Schedule Progress Narrative should be concise and complete 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 the City'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 by the 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 shall be 21 experienced in the preparation of schedules of similar complexity. 22 B. Schedule and supporting documents addressed in this Specification shall be prepared, 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 01 32 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" McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 1 2 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 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 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 1 2 4 1.1 SUMMARY SECTION 0133 00 SUBMITTALS 013300-1 SUBMITTALS Page 1 of 8 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1— General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 33 00 - 2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. ll A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission (second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors, prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) `By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 %2 inches x 11 inches to 8 '/2 inches x 11 inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items / Table of Contents 44 c. Product Data /Shop Drawings/Samples /Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 33 00 - 3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of- 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 33 00 - 4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: i 1 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 013300-5 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 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. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 013300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information (RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 013300-8 SUBMITTALS Page 8 of 8 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 0135 13- 1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 4 PART1- GENERAL �fMYI]a I UV M:A'1 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. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 013513-2 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 limes 45 a. Notification shall be given to: McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 013513-3 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. TCEQ Air Permit 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. E. 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 F. 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. 44 G. Public Notification Prior to Beginning Construction McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 1. Prior to beginning construction on any block in the project, on a block by block 2 basis, prepare and deliver a notice or flyer of the pending construction to the front 3 door of each residence or business that will be impacted by construction. The notice 4 shall be prepared as follows: 5 a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to 6 beginning any construction activity on each block in the project area. 7 1) Prepare flyer on the Contractor's letterhead and include the following 8 information: 9 a) Name of Project 10 b) City Project No (CPN) 11 c) Scope of Project (i.e. type of construction activity) 12 d) Actual construction duration within the block 13 e) Name of the contractor's foreman and phone number 14 f) Name of the City's inspector and phone number 15 g) City's after-hours phone number 16 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 17 A. 18 3) City of Fort Worth Door Hangers will be provided to the Contractor for 19 distribution with their notice. 20 4) Submit schedule showing the construction start and finish time for each 21 block of the project to the inspector. 22 5) Deliver flyer to the City Inspector for review prior to distribution. 23 b. No construction will be allowed to begin on any block until the flyer and door 24 hangers are delivered to all residents of the block. 25 H. Public Notification of Temporary Water Service Interruption during Construction 26 1. In the event it becomes necessary to temporarily shut down water service to 27 residents or businesses during construction, prepare and deliver a notice or flyer of 28 the pending interruption to the front door of each affected resident. 29 2. Prepared notice as follows: 30 a. The notification or flyer shall be posted 24 hours prior to the temporary 31 interruption. 32 b. Prepare flyer on the contractor's letterhead and include the following 33 information: 34 1) Name of the project 35 2) City Project Number 36 3) Date of the interruption of service 37 4) Period the interruption will take place 38 5) Name of the contractor's foreman and phone number 39 6) Name of the City's inspector and phone number 40 c. A sample of the temporary water service interruption notification is attached as 41 Exhibit B. 42 d. Deliver a copy of the temporary interruption notification to the City inspector 43 for review prior to being distributed. 44 e. No interruption of water service can occur until the flyer has been delivered to 45 all affected residents and businesses. 46 f. Electronic versions of the sample flyers can be obtained from the Project 47 Construction Inspector. 48 L Coordination with United States Army Corps of Engineers (USACE) McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 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. J. 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 d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were present on Site. K. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. L. Employee Parking 1. Provide parking for employees at locations approved by the City. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSJNFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE L4.13— 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. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3l 32 33 34 35 36 37 0135 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 McCart Avenue (Phase I & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 2 3 4 0135 13 - 8 SPECIAL PROJECT PROCEDURES Page 8 of 8 EXHIBIT B FoDrPW DOE NO. XXXX Project Flame: 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) [1131I MR. (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another external FTP site approved by the City. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 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 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PARTI- 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. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 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 01 50 00 - 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. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 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. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 l 3.5 [REPAIR] / [RESTORATION] 3 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 01 55 26 - I STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 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. 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 71 13. 33 c. When traffic controlplans are not included in the Drawings, prepare traffic 34 control plans in accordance with Section 34 71 13 and submit to City for 35 review. 36 1) Allow minimum 10 working days for review of proposed Traffic Control. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S 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 ControlDevices (TMUTCD) or Texas Department 3 of Transportation (TxDOT) can be 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 is required. 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 71 13. 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 Division to 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 removal of 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's website. 35 1.5 SUBMITTALS [NOT USED] 36 A. Submit all required documentation to City's Project Representative. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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] Im 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" i applicable to specific project/site. 1.4 F. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 015713-1 STORM WATER POLLUTION PREVENTION Pagel of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 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 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 3125 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 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 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 TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 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. 40 1.5 SUBMITTALS 41 42 43 44 45 46 47 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 I B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 0133 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] I 1 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 14 15 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 015813-1 TEMPORARY PROJECT SIGNAGE Pagel of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 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 [NOT USED] 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] 27 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 0158 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 I B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 0158 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 PRODUCT REQUIREMENTS Page I 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 on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Pagel of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 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 [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 66 00 - 3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] HOWZ11 1_100 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 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 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Pagel of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 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. 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 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 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. 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 c. The price shall include: 43 1) Demobilization as described in Section 1.I.A.2.a.1) 44 2) Remobilization as described in Section 1.1.A.2.a.2) 45 d. No payments will be made for standby, idle time, or lost profits associated this 46 Item. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 01 70 00 - 3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 3. 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 4. 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 5. 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 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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] 01►1Z17=011111M 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. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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". McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01— Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 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 01 33 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Field Quality Control Submittals McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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. 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. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 01 71 23 - 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 c) 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] PART2- 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 city template 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. ESRI Shapefile (.shp) McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 .0.1ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.1.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. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 by the 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 any time deemed necessary. 2. Checks by City personnel or 3' parry 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] END OF SECTION Revision Log McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 01 71 23 - 8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 FORT WORTH Section 01 71 23.01- Attachment A Survey Staking Standards February 2017 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 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 Vill. 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\0171 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 OR 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 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 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 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 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. Projected 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 Nomina 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 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 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 1015 EL— 10010Y" L-,JCY _i - W 4 `Y < _ W ~_ C < w = w Cri J < J ® LL r may, < Q r m w L C 0 N=5000.00 E=5000.00 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 VI I. 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\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 z� x� c G7 �i Z ti - W �1 Z 7' O/S W/L L� TA=2+ a G-3.62 { L� 1h �w ¢ W Lj �x S � 7 W 1 Z. n U WWI 1 0wL9U U 0 <7' 0/S (L W/L L WLL CY STA=1+72.81lit C-3.81 LL W .� 1017 EL— 101.16' LLJ LLJ c�a w � 1� � r � 1, J Li d Q l a� HW W �� (r3 Z Z V} V1 + GLd C:IIj =1.� mz ma 7' 0/ W/L' era=o+oar i�l l°-3.73 xa�C o L i cra a Lfl ¢ a �� U � aou� 1aie — 104.0� inn m m o z� a 73�� W m 2 Z m m x VI. Sanitary Sewer Staking 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 9 of 22 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 VI I. Stakes at every grade break Vill. 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\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 LLJ v.0 v � 4 V1 LL- W L+7 O/5 CL ss rr lY Example Sanitary Sewer Stakes w err r`n� 0 _ sk a mow. 44 w��� l '46 NEI 7,.. A 1t@S i Cr4� � 14 L w Q z/ 7)_ ti44 1, W' hJ Q W c II 0 Q, o t j N o W W a- I ae w °� � jE LLJ �7 w_r � sue;. O/_ ��2r�r3 IS g 2 W G7 z F 0 0 It: E M F F LL V,. CJ W EL d W S cW, Lkj E. Lj p l W Cv �7 I '6-� err s F"- F FC F FWD �� Wq L77 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 All r Fb¢ O w m Y T w.� f Z�Iw F -�y ZL ACLU m J 2® 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 ll. 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\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 22 Example Storm Inlet Stakes FRONT (SIDE FACING BACK C90E FAahr- R.O.W.) POINT #�II 11 I HIA ELEV.ATIEW I. HUE# WITH TACK BACK CF CURD FLO'ALINE — — EDGE Of PAVEMENT 8 Itj LIEU i CrF �1'IPII F'.,.IIj E1, Le",TH n m m 0 m z r 1 z IDENTFIES WiIL+f END OF THE WING Iti BEING STAKED II INLET STATION + (IF NOTED ON PLANS) TfC IDENTIFIES GRADE T6 TOP OF CURB T O (` IDENTIFIES CRAPE TO FLOWUNE I BACK {SUE FAI3NO R.QW_) POINT 0' �Q- HUE] E1.EVAMON . o FRONT (SIDE FACING Ua DISTANCES FOR INLETS --� STANDARD TD' - 16' HECIbESED 1rY - 2C STANDARD DD'JBLE 10' — 26.67 _ RECESSED DIJJBLE 10` — 36.67 -� I I 9kil•4 CF INLET I " 3 ~ Iw C3I .f �I - l.1ANHi°ILE 4y. DA�V OF cHMD FLDWLINE — — — FACE OF INLET EDGE OF PAVEMENT ;-�- dI FACE OF INLET EDGE OF PAVEMENT 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 13 of 22 IDENTIFIES WHICH END OF THE YANG BEING STAKED 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 VI I. 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 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 14 of 22 Example Curb & Gutter Stakes FRONT (SIDE FACING (-L) a FRONT IDc mREs END F f } I T (ME FACINC ¢} POINT OF ti J l� ever a-G FRONT (SIDE FACING ) PONT Cf CURVATURE PC {SIDE FACING T) N N W SEKog BACI{ I KIDENmFlE3 OFFSET 13 TO o r/cI_ BACK. OF CURB OR F/C (SIDE FACING R.O.W.) FrR FWF riF MIRK r a �` A y + PINT #1 �� III N III I IDENTIFIES GRADE is I I I T6 MP OF CURB v r}O GRADE DN HUB ELEVA11ON o + RAMS ralNrs: �— 1 IN DELI LF FINK PAINTED 1-,;':IH - l t 1 --� TOP OF CURB r —i� BACK OF CL IRS FACE OF OURS FLW1 LINE 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 Q IG. O/s ti '3TA=2+5oII ti F+OQ2 n- ~ w EwnD 36 Noy9 eano Aa Mave Ci I 30NVIE:la 'XYM ,OS W r £tW cF ir5 F tiW wq: ,CIL o W I z 771O W a �w 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 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) Date: Standard City Cut Sheet City Project Number: Project Name: ❑ TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT # STATION OFFSET -LT/+RT DESCRIPTION PROP. GRADE STAKED ELEV. -CUT + FILL 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 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\0171 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\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 I F 117 I 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 slAC O10C% - CL^WL M CLA17lC RRl STA 0.5rm - ItWLN D/SJr•STAC-fJGD - 12WL fFIQI'D C19J RF"F & SALyX5BEGIN pmp.fzwkmR GdTE V+LVE & REf]iiyl: ayLTA C ' 'C �'XlST. f! h t0HM7-BERD 1-D2'X 9'hDREzwvl StEEYE INSI - 12WL � NV . f12GLEAY/AG lib �h. ✓-1Y SIP'E VALVE h1Z 45'YEFl.. BEAPD STA D�iM-0WL h`4 17l. 37 N-04709 " ( J NGG9�}'06L5175 I STALU ,y E p, 3T91N2 E 33TA44 �f E•2.'NM.5FiV] h O X M AWdM TEE 1[ e 1-16?Oor VAlYE� Lor 16 7'� HLF 9M%wAPT LEALD g / 1-zwE VALYE any aa. -r_ fi4. 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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 EASTING ELEV. DESCRIPTION 1 6946257,189 2296079.165 726.09 SSMH RIM 2 6946260.893 2296062.141 725.668 GV RIM��� 3 6946307.399 2296038.306 726.85 GV RIM C.ft- +j �S 4 6946220.582 2296011.025 723.358 SSMH RIM 5 1504G135.23 229G015.11G 722.123 GV RIM � 6 6946190.528 2296022.721 722.325 FH N I G+ 83 7 6946136.012 2295992.115 719.448 WM RIM 8 6946002.267 2295919.133 713.331 WM RIM -FXcj� 9 6946003,056 2295933.418 713.652 CO RIM Z pnJ Ll 2..e� 10 6945994.677 2295880,52 711.662 SSMH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895.077 2295860.962 707.72 WM MM 13 6945896.591 2295962.188 708.205 WM RIM 14 6945934.286 2295941.925 709 A67 WM RIM 15 6945936.727 2295830.441 710.084 CO RIM C 16 6945335.678 2295799.707 707.774 SSMH RIM ' 17 6945817.488 2295827.011 708.392 SSMH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM N A 19 6945758.563 2295778.424 710.086 GV RIM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 2295754.394 712.849 GV RIM 22 6945692.21 2295744.22 716.686 WM RIM V 23 6945621.902 2295669.471 723.76 WM RIM 24 6945643.407 2295736.03 719.737 CO RIM 25 6945571.059 2295655.195 727.514 SSMH RIM 26 6945539.498 2295667.803 729.123 WM RIM 27 6945519.834 2295619.49 732.689 WM RIM 28 6945417,879 2295580.27 740.521 WM RIM 29 6945456,557 2295643.145 736.451CORIM 30 6945387-356 2295597.101 740.756 GV RIM f}�JS 31 6945370.688 2295606,793 740976 GV RIM S 5vf� 6 32 6945383.53 2295610.5S9 740.408 FH 33 694S321.228 229S551.10S 7,16.39 WM RIM 34 6945319.365 2295539.728 746.777 CO RIM 35 6945242,289 2295570.715 748.454 WM RIM 36 37 6945233.624 6945206.483 2295544.626 2295529.305 749.59 SSMH RIM 751.058 WM RIMS", I� L S' 38 6945142.015 2295557.666 750.853 WM RIM 39 6945113.445 2295520.335 751.871 WM RIM 40 6945049.02 2295577.345 752.257 55MH RIM 41 6945041.024 2295552.675 751.79 WM RIM aFQ` 7F 42 6945038.878 2295552.147 751.88 WM RIM 43 6945006397 2295518.135 752.615 WM RIM .3%#-Tr4:F 44 6944944.782 2295520.635 752.801 WM RIMS 45 6944943.432 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\0171 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\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 — ---- ------- ------ --- --- -------- ------ ------ - -- - - ----- ------------- - --------------- --------------- ---------------- a E �. t� a o m s - b --- -- - :--- -- :: --- ---- - ' ----- -- ---- ---- - ----- --- ------ z z z z z LL a a a a Y� a - *s - ------- - IIII III91 Lill I II�I�I IIII Illtli a ,� QI r.1 g F U w ❑I E 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 26 of 26 017423-1 CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING �C�7\.711f�1I " T' 9 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 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 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 74 23 - 2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART2- PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 74 23 - 3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 01 74 23 - 4 CLEANING Page 4 of 4 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 1 2 3 PART 1 - GENERAL. 4 1.1 SUMMARY SECTION 0177 19 CLOSEOUT REQUIREMENTS 01 77 19 - I CLOSEOUT REQUIREMENTS Page 1 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 specked 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 of the 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 limited to: 29 a. Specified spare parts 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. Light bulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation of all 37 equipment 38 D. Notice of Project Completion 39 1. Once the City Project Representative finds 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 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 01 77 19 - 3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RFrINSTALLATION [NOT USED] 3.7 FIELD loR] 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 CHANCE 3/22/2021 M Owen 3.4 C. Added language to clarify and emphasize requirement to "Clearing ROW" McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8'/2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly -leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 a. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 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 3. 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 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. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.I —title of section removed McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 78 39 - 1 PROJECT RECORD DOCUMENTS Pagel of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 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 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 330510-1 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 1 of 21 1 SECTION 2 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL 3 4 PART1- GENERAL 6 A. Section Includes: 7 1. Excavation, Embedment and Backfill for: 8 a. Pressure Applications 9 1) Water Distribution or Transmission Main 10 2) Wastewater Force Main 11 3) Reclaimed Water Main 12 b. Gravity Applications 13 1) Wastewater Gravity Mains 14 2) Storm Sewer Pipe and Culverts 15 3) Storm Sewer Precast Box and Culverts 16 2. Including: 17 a. Excavation of all material encountered, including rock and unsuitable materials 18 b. Disposal of excess unsuitable material 19 c. Site specific trench safety 20 d. Pumping and dewatering 21 e. Embedment 22 f. Concrete encasement for utility lines 23 g. Backfill 24 h. Compaction 25 B.Deviations from this City of Fort Worth Standard Specification 26 1. None. 27 C.Related Specification Sections include, but are not necessarily limited to: 28 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 29 Contract 30 2. Division 1— General Requirements 31 3. Section 02 41 13 — Selective Site Demolition 32 4. Section 02 41 15 — Paving Removal 33 5. Section 02 41 14 — Utility Removal/Abandonment 34 6. Section 03 30 00 — Cast -in -place Concrete 35 7. Section 03 34 13 — Controlled Low Strength Material (CLSM) 36 8. Section 31 10 00 —Site Clearing 37 9. Section 3125 00 — Erosion and Sediment Control 38 10. Section 33 05 26 — Utility Markers/Locators 39 11. Section 34 71 13 — Traffic Control CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 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 3305 10 - 2 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 2 of 21 1.2 PRICE AND PAYMENT PROCEDURES A.Measurement and Payment 1. Trench Excavation, Embedment and Backfill associated with the installation of an underground utility or excavation a. Measurement 1) This Item is considered subsidiary to the installation of the utility pipe line as designated in the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item are considered subsidiary to the installation of the utility pipe for the type of embedment and backfill as indicated on the plans. No other compensation will be allowed. 2. Imported Embedment or Backfill a. Measurement 1) Measured by the cubic yard as delivered to the site and recorded by truck ticket provided to the City b. Payment 1) Imported fill shall only be paid when using materials for embedment and backfill other than those identified in the Drawings. The work performed and materials furnished in accordance with pre -bid item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Imported Embedment/Backfill" delivered to the Site for: a) Various embedment/backfill materials c. The price bid shall include: 1) Furnishing backfill or embedment as specified by this Specification 2) Hauling to the site 3) Placement and compaction of backfill or embedment 3. Concrete Encasement for Utility Lines a. Measurement 1) Measured by the cubic yard per plan quantity. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Concrete Encasement for Utility Lines" per plan quantity. c. The price bid shall include: 1) Furnishing, hauling, placing and finishing concrete in accordance with Section 03 30 00 2) Clean-up 4. Ground Water Control a. Measurement 1) Measurement shall be lump sum when a ground water control plan is specifically required by the Contract Documents. b. Payment 1) Payment shall be per the lump sum price bid for "Ground Water Control" including: a) Submittals b) Additional Testing CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 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 3305 10 - 3 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 3 of 21 c) Ground water control system installation d) Ground water control system operations and maintenance e) Disposal of water f) Removal of ground water control system 5. Trench Safety a. Measurement 1) Measured per linear foot of excavation for all trenches that require trench safety in accordance with OSHA excavation safety standards (29 CFR Part 1926 Subpart P Safety and Health regulations for Construction) b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of excavation to comply with OSHA excavation safety standards (29 CFR Part 1926.650 Subpart P), including, but not limited to, all submittals, labor and equipment. 6. Trench Water Stops a. Measurement 1) Measured per each installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each for "Trench Water Stops." c. The price bid shall include: 1) Excavation and disposal of material 2) Furnishing and placement controlled slow strength material (CLSM) backfill or embedment as specified by this Specification and as shown on the drawings 28 1.3 REFERENCES 29 A.Definitions 30 1. General — Definitions used in this section are in accordance with Terminologies 31 ASTM F412 and ASTM D8 and Terminology ASTM D653, unless otherwise 32 noted. 33 2. Definitions for trench width, backfill, embedment, initial backfill, pipe zone, 34 haunching bedding, springline, pipe zone and foundation are defined as shown in 35 the following schematic: CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 3305 10 - 4 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 4 of 21 PAVED AREAS UNPAVED AREAS NITIAL 5ACKFILL \\ w \; w SPRINGLINE HAUNCHM BEDDING FOUNDATIGN EXCAVATED TRENCH WIDTH \\ \\`o \� w IL OD CLEARANCE 3. Deleterious materials — Harmful materials such as clay lumps, silts and organic material 4. Excavated Trench Depth — Distance from the surface to the bottom of the bedding or the trench foundation 5. Final Backfill Depth a. Unpaved Areas — The depth of the final backfill measured from the top of the initial backfill to the surface b. Paved Areas — The depth of the final backfill measured from the top of the initial backfill to bottom of permanent or temporary pavement repair B.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. ASTM Standards: a. ASTM C33-24 Standard Specifications for Concrete Aggregates b. ASTM C88-24 Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate c. C131/C131M-20 Standard Test Method for Resistance to Degradation of Small - Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine d. ASTM C136-19 Test Method for Sieve Analysis of Fine and Coarse Aggregate CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 330510-5 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 5 of 21 e. ASTM C535-16 Standard Test Method for Resistance to Degradation of Large - Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine f. ASTM D448-12 Standard Classification for Sizes of Aggregate for Road and Bridge Construction. 9. h. ASTM D558/D558M-19 —Standard Test method for Moisture -Density Relations of Soil -Cement Mixture i. ASTM D698-12 Test Method for Laboratory Compaction Characteristics of Soil Using Stand Efforts (12,400 ft-lb/ft3 600 Kn-m/M3)). j. ASTM D1556/D1556M Standard Test Methods for Density and Unit Weight of Soils in Place by Sand Cone Method. k. ASTM D2321-10 Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity -Flow Applications 1. ASTM 2487 — 1 Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System) in. ASTM D2922 — Standard Test Methods for Density of Soils and Soil Aggregate in Place by Nuclear Methods (Shallow Depth) n. ASTM D3017 - Standard Test Method for Water Content of Soil and Rock in place by Nuclear Methods (Shallow Depth) o. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit Weight of Soils and Calculations of Relative Density 3. OSHA a. Occupational Safety and Health Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - Excavations 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 27 28 29 30 31 32 33 34 35 36 A.Coordination 1. Utility Company Notification a. Notify area utility companies at least 48 hours in advance, excluding weekends and holidays, before starting excavation. b. Request the location of buried lines and cables in the vicinity of the proposed work. B. Sequencing 1. Sequence work for each section of the pipe installed to complete the embedment and backfill placement on the day the pipe foundation is complete. 2. Sequence work such that proctors are complete in accordance with ASTM D698 prior to commencement of construction activities. fcTifl�3.YN ►rIYwF.Voy 38 A. Submittals shall be in accordance with Section 01 33 00. 39 B.All submittals shall be approved by the City prior to construction. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A.Shop Drawings 42 1. Provide detailed drawings and explanation for ground water and surface water 43 control, if required. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 330510-6 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 6 of 21 1 2. Trench Safety Plan in accordance with Occupational Safety and Health 2 Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - 3 Excavations 4 3. Stockpiled excavation and/or backfill material 5 a. Provide a description of the storage of the excavated material only if the 6 Contract Documents do not allow storage of materials in the right-of-way of the 7 easement. 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE [NOT USED] 11 1.10 DELIVERY, STORAGE, AND HANDLING 12 A.Storage 13 1. Within Existing Rights -of -Way (ROW) 14 a. Spoil, imported embedment and backfill materials may be stored within existing 15 ROW, easements or temporary construction easements, unless specifically 16 disallowed in the Contract Documents. 17 b. Do not block drainage ways, inlets or driveways. 18 c. Provide erosion control in accordance with Section 31 25 00. 19 d. Store materials only in areas barricaded as provided in the traffic control plans. 20 e. In non -paved areas, do not store material on the root zone of any trees or in 21 landscaped areas. 22 2. Designated Storage Areas 23 a. If the Contract Documents do not allow the storage of spoils, embedment or 24 backfill materials within the ROW, easement or temporary construction 25 easement, then secure and maintain an adequate storage location. 26 b. Provide an affidavit that rights have been secured to store the materials on 27 private property. 28 c. Provide erosion control in accordance with Section 3125 00. 29 d. Do not block drainage ways. 30 e. Only materials used for 1 working day will be allowed to be stored in the work 31 zone. 32 B.Deliveries and haul -off- Coordinate all deliveries and haul -off. 33 1.11 FIELD [SITE] CONDITIONS 34 A.Existing Conditions 35 1. Any data which has been or may be provided on subsurface conditions is not 36 intended as a representation or warranty of accuracy or continuity between soils. It 37 is expressly understood that neither the City nor the Engineer will be responsible 38 for interpretations or conclusions drawn there from by the Contractor. 39 2. Data is made available for the convenience of the Contractor. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 330510-7 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 7 of 21 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS 4 2.2 MATERIALS 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 A.Materials 1. Utility Sand a. Granular and free flowing b. Generally, meets or exceeds the limits on deleterious substances per Table 1 for fine aggregate according to ASTM C 33 c. Reasonably free of organic material d. Gradation: sand material consisting of durable particles, free of thin or elongated pieces, lumps of clay, loam or vegetable matter and meets the following gradation may be used for utility sand embedment/backfill Sieve Size Percent Retained 1/25 0 1/49 0-5 #4 0-10 # 16 0-20 #50 20-70 # 100 60-90 #200 90-100 e. The City has a pre -approved list of sand sources for utility embedment. The pre -approved list can be found on the City website, Project Resources page. The utility sand sources in the pre -approved list have demonstrated continued quality and uniformity on City of Fort Worth projects. Sand from these sources are pre -approved for use on City projects without project specific testing. 2. Crushed Rock a. Durable crushed rock or recycled concrete b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 c. May be unwashed d. Free from significant silt clay or unsuitable materials e. Percentage of wear not more than 40 percent per ASTM C131 or C535 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of sodium sulfate soundness per ASTM C88 3. Fine Crushed Rock a. Durable crushed rock b. Meets the gradation of ASTM D448 size numbers 8 or 89 a. May be unwashed d. Free from significant silt clay or unsuitable materials. e. Have a percentage of wear not more than 40 percent per ASTM C131 or C535 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of sodium sulfate soundness per ASTM C88 4. Ballast Stone CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 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 330510-8 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 8 of 21 a. Stone ranging from 3 inches to 6 inches in greatest dimension. b. May be unwashed c. Free from significant silt clay or unsuitable materials d. Percentage of wear not more than 40 percent per ASTM C 131 or C535 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of sodium sulfate soundness per ASTM C88 5. Acceptable Backfill Material a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with ASTM D2487 b. Free from deleterious materials, boulders over 6 inches in size and organics c. Can be placed free from voids d. Must have 20 percent passing the number 200 sieve 6. Blended Backfill Material a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 b. Blended with in -situ or imported acceptable backfill material to meet the requirements of an Acceptable Backfill Material c. Free from deleterious materials, boulders over 6 inches in size and organics d. Must have 20 percent passing the number 200 sieve 7. Unacceptable Backfill Material a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM D2487 8. Select Fill a. Classified as SC or CL in accordance with ASTM D2487 b. Liquid limit less than 35 c. Plasticity index between 8 and 20 9. Cement Stabilized Sand (CSS) a. Sand 1) Shall be clean, durable sand meeting grading requirements for fine aggregates of ASTM C33 and the following requirements: a) Classified as SW, SP, or SM by the United Soil Classification System of ASTM D2487 b) Deleterious materials (1) Clay lumps, ASTM C142, less than 0.5 percent (2) Lightweight pieces, ASTM C 123, less than 5.0 percent (3) Organic impurities, ASTM C40, color no darker than standard color (4) Plasticity index of 4 or less when tested in accordance with ASTM D4318. b. Minimum of 4 percent cement content of Type I/II Portland or Blended hydraulic cement c. Water 1) Potable water, free of soils, acids, alkalis, organic matter or other deleterious substances, meeting requirements of ASTM C94 d. Mix in a stationary pug mill, weigh -batch or continuous mixing plant. e. Strength 1) A minimum of 100 psi compressive strength at 7 days in accordance with ASTM D1633, Method A 2) The maximum compressive strength in 7 days shall be 400 psi. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 3305 10-9 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 9 of 21 1 3) The material will be considered unacceptable and subject to removal and 2 replacement at contractor's expense when the 7-day compressive strength is 3 less than 100 psi or more than 400 psi. 4 f. Random samples of delivered product will be taken in the field at point of 5 delivery for each day of placement in the work area. Specimens will be prepared 6 in accordance with ASTM D1632. 7 10. Controlled Low Strength Material (CLSM) 8 a. Conform to Section 03 34 13 9 11. Trench Geotextile Fabric 10 a. Soils other than ML or OH in accordance with ASTM D2487 11 1) Needle punch, nonwoven geotextile composed of polypropylene fibers 12 2) Fibers shall retain their relative position 13 3) Inert to biological degradation 14 4) Resist naturally occurring chemicals 15 5) UV Resistant 16 6) Mirafi 140N by Tencate, or approved equal 17 b. Soils Classified as MIL or OH in accordance with ASTM D2487 18 1) High -tenacity monofilament polypropylene woven yarn 19 2) Percent open area of 8 percent to 10 percent 20 3) Fibers shall retain their relative position 21 4) Inert to biological degradation 22 5) Resist naturally occurring chemicals 23 6) UV Resistant 24 7) Mirafi FW402 by Tencate, or approved equal 25 12. Concrete Encasement 26 a. Conform to Section 03 30 00. 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 32 A.Verification of Conditions 33 1. Review all known, identified or marked utilities, whether public or private, prior to 34 excavation. 35 2. Locate and protect all known, identified and marked utilities or underground 36 facilities as excavation progresses. 37 3. Notify all utility owners within the project limits 48 hours prior to beginning 38 excavation. 39 4. The information and data shown in the Drawings with respect to utilities is 40 approximate and based on record information or on physical appurtenances 41 observed within the project limits. 42 5. Coordinate with the Owner(s) of underground facilities. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 3305 10-10 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 10 of 21 1 6. Immediately notify any utility owner of damages to underground facilities resulting 2 from construction activities. 3 7. Repair any damages resulting from the construction activities. 4 B.Notify the City immediately of any changed condition that impacts excavation and 5 installation of the proposed utility. 6 3.3 PREPARATION 7 A.Protection of In -Place Conditions 8 1. Pavement 9 a. Conduct activities in such a way that does not damage existing pavement that is 10 designated to remain. 11 1) Where desired to move equipment not licensed for operation on public 12 roads or across pavement, provide means to protect the pavement from all 13 damage. 14 b. Repair or replace any pavement damaged due to the negligence of the contractor 15 outside the limits designated for pavement removal at no additional cost to the 16 City. 17 2. Drainage 18 a. Maintain positive drainage during construction and re-establish drainage for all 19 swales and culverts affected by construction. 20 3. Trees 21 a. When operating outside of existing ROW, stake permanent and temporary 22 construction easements. 23 b. Restrict all construction activities to the designated easements and ROW. 24 c. Flag and protect all trees designated to remain in accordance with Section 31 10 25 00. 26 d. Conduct excavation, embedment and backfill in a manner such that there is no 27 damage to the tree canopy. 28 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 29 specifically allowed by the City. 30 1) Pruning or trimming may only be accomplished with equipments 31 specifically designed for tree pruning or trimming. 32 f. Remove trees specifically designated to be removed in the Drawings in 33 accordance with Section 31 10 00. 34 4. Above ground Structures 35 a. Protect all above ground structures adjacent to the construction. 36 b. Remove above ground structures designated for removal in the Drawings in 37 accordance with Section 02 41 13 38 5. Traffic 39 a. Maintain existing traffic, except as modified by the traffic control plan, and in 40 accordance with Section 34 71 13. 41 b. Do not block access to driveways or alleys for extended periods of time unless: 42 1) Alternative access has been provided 43 2) Proper notification has been provided to the property owner or resident 44 3) It is specifically allowed in the traffic control plan 45 c. Use traffic rated plates to maintain access until access is restored. 46 6. Traffic Signal — Poles, Mast Arms, Pull boxes, Detector loops CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 3305 10-11 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 11 of 21 1 a. Notify the City's Transportation Management Division a minimum of 48 hours 2 prior to any excavation that could impact the operations of an existing traffic 3 signal. 4 b. Protect all traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit 5 and detector loops. 6 c. Immediately notify the City's Transportation Management Division if any 7 damage occurs to any component of the traffic signal due to the contractors 8 activities. 9 d. Repair any damage to the traffic signal poles, mast arms, pull boxes, traffic 10 cabinets, conduit and detector loops as a result of the construction activities. 11 7. Fences 12 a. Protect all fences designated to remain. 13 b. Leave fence in the equal or better condition as prior to construction. 14 3.4 INSTALLATION 15 A.Excavation 16 1. Excavate to a depth indicated on the Drawings. 17 2. Trench excavations are defined as unclassified. No additional payment shall be 18 granted for rock or other in -situ materials encountered in the trench. 19 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings 20 and bracing in accordance with the Excavation Safety Plan. 21 4. The bottom of the excavation shall be firm and free from standing water. 22 a. Notify the City immediately if the water and/or the in -situ soils do not provide 23 for a firm trench bottom. 24 b. The City will determine if any changes are required in the pipe foundation or 25 bedding. 26 5. Unless otherwise permitted by the Drawings or by the City, the limits of the 27 excavation shall not advance beyond the pipe placement so that the trench may be 28 backfilled in the same day. 29 6. Over Excavation 30 a. Fill over excavated areas with the specified bedding material as specified for the 31 specific pipe to be installed. 32 b. No additional payment will be made for over excavation or additional bedding 33 material. 34 7. Unacceptable Backfill Materials 35 a. In -situ soils classified as unacceptable backfill material shall be separated from 36 acceptable backfill materials. 37 b. If the unacceptable backfill material is to be blended in accordance with this 38 Specification, then store material in a suitable location until the material is 39 blended. 40 c. Remove all unacceptable material from the project site that is not intended to be 41 blended or modified. 42 8. Rock — No additional compensation will be paid for rock excavation or other 43 changed field conditions. 44 B. Shoring, Sheeting and Bracing CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 3305 10 - 12 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 12 of 21 1 1. Engage a Licensed Professional Engineer in the State of Texas to design a site 2 specific excavation safety system in accordance with Federal and State 3 requirements. 4 2. Excavation protection systems shall be designed according to the space limitations 5 as indicated in the Drawings. 6 3. Furnish, put in place and maintain a trench safety system in accordance with the 7 Excavation Safety Plan and required by Federal, State or local safety requirements. 8 4. If soil or water conditions are encountered that are not addressed by the current 9 Excavation Safety Plan, engage a Licensed Professional Engineer in the State of 10 Texas to modify the Excavation Safety Plan and provide a revised submittal to the ll City. 12 5. Do not allow soil, or water containing soil, to migrate through the Excavation 13 Safety System in sufficient quantities to adversely affect the suitability of the 14 Excavation Protection System. Movable bracing, shoring plates or trench boxes 15 used to support the sides of the trench excavation shall not: 16 a. Disturb the embedment located in the pipe zone or lower 17 b. Alter the pipe's line and grade after the Excavation Protection System is 18 removed 19 c. Compromise the compaction of the embedment located below the spring line of 20 the pipe and in the haunching 21 C. Water Control 22 1. Surface Water 23 a. Furnish all materials and equipment and perform all incidental work required to 24 direct surface water away from the excavation. 25 2. Ground Water 26 a. Furnish all materials and equipment to dewater ground water by a method which 27 preserves the undisturbed state of the subgrade soils. 28 b. Do not allow the pipe to be submerged within 24 hours after placement. 29 c. Do not allow water to flow over concrete until it has sufficiently cured. 30 d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water 31 Control Plan if any of the following conditions are encountered: 32 1) A Ground Water Control Plan is specifically required by the Contract 33 Documents 34 2) If in the sole judgment of the City, groundwater is so severe that an 35 Engineered Ground Water Control Plan is required to protect the trench or the 36 installation of the pipe which may include: 37 a) Ground water levels in the trench are unable to be maintained below 38 the top of the bedding 39 b) A firm trench bottom cannot be maintained due to ground water 40 c) Ground water entering the excavation undermines the stability of the 41 excavation. 42 d) Ground water entering the excavation is transporting unacceptable 43 quantities of soils through the Excavation Safety System. 44 e. In the event that there is no bid item for a Ground Water Control and the City 45 requires an Engineered Ground Water Control Plan due to conditions discovered 46 at the site, the contractor will be eligible to submit a change order. 47 f. Control of ground water shall be considered subsidiary to the excavation when: CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 3305 10 - 13 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 13 of 21 1) No Ground Water Control Plan is specifically identified and required in the 2 Contract Documents 3 g. Ground Water Control Plan installation, operation and maintenance 4 1) Furnish all materials and equipment necessary to implement, operate and 5 maintain the Ground Water Control Plan. 6 2) Once the excavation is complete, remove all ground water control 7 equipment not called to be incorporated into the work. 8 h. Water Disposal 9 1) Dispose of ground water in accordance with City policy or Ordinance. 10 2) Do not discharge ground water onto or across private property without 11 written permission. 12 3) Permission from the City is required prior to disposal into the Sanitary 13 Sewer. 14 4) Disposal shall not violate any Federal, State or local regulations. 15 D.Embedment and Pipe Placement 16 1. Water Lines less than, or equal to, 12 inches in diameter: 17 a. The entire embedment zone shall be of uniform material. 18 b. Utility sand shall be generally used for embedment. 19 c. If ground water is in sufficient quantity to cause sand to pump, then use crushed 20 rock as embedment. 21 1) If crushed rock is not specifically identified in the Contract Documents, 22 then crushed rock shall be paid by the pre -bid unit price. 23 d. Place evenly spread bedding material on a firm trench bottom. 24 e. Provide firm, uniform bedding. 25 f. Place pipe on the bedding in accordance with the alignment of the Drawings. 26 g. In no case shall the top of the pipe be less than 42 inches from the surface of the 27 proposed grade, unless specifically called for in the Drawings. 28 h. Place embedment, including initial backfill, to a minimum of 6 inches, but not 29 more than 12 inches, above the pipe. 30 i. Where gate valves are present, the initial backfill shall extend to 6 inches above 31 the elevation of the valve nut. 32 j. Form all blocking against undisturbed trench wall to the dimensions in the 33 Drawings. 34 k. Compact embedment and initial backfill. 35 1. Place marker tape on top of the initial trench backfill in accordance with Section 36 33 05 26. 37 2. Water Lines 16-inches through 24-inches in diameter: 38 a. The entire embedment zone shall be of uniform material. 39 b. Utility sand may be used for embedment when the excavated trench depth is less 40 than 15 feet deep. 41 c. Crushed rock or fine crushed rock shall be used for embedment for excavated 42 trench depths 15 feet, or greater. 43 d. Crushed rock shall be used for embedment for steel pipe. 44 e. Provide trench geotextile fabric at any location where crushed rock or fine 45 crushed rock come into contact with utility sand 46 f. Place evenly spread bedding material on a firm trench bottom. 47 g. Provide firm, uniform bedding. 48 1) Additional bedding may be required if ground water is present in the 49 trench. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 3305 10 - 14 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 14 of 21 1 2) If additional crushed rock is required not specifically identified in the 2 Contract Documents, then crushed rock shall be paid by the pre -bid unit price. 3 h. Place pipe on the bedding according to the alignment shown on the Drawings. 4 i. The pipe line shall be within: 5 1) f3 inches of the elevation on the Drawings for 16-inch and 24-inch water 6 lines 7 j. Place and compact embedment material to adequately support haunches in 8 accordance with the pipe manufacturer's recommendations. 9 k. Place remaining embedment including initial backfill to a minimum of 6 inches, 10 but not more than 12 inches, above the pipe. 11 1. Where gate valves are present, the initial backfill shall extend to up to the valve 12 nut. 13 in. Compact the embedment and initial backfill to 95 percent Standard Proctor 14 ASTM D 698. 15 n. Density test performed by a commercial testing firm approved by the City to 16 verify that the compaction of embedment meets requirements. 17 o. Place trench geotextile fabric on top of the initial backfill. 18 p. Place marker tape on top of the trench geotextile fabric in accordance with 19 Section 33 05 26. 20 3. Water Lines 30-inches and greater in diameter 21 a. The entire embedment zone shall be of uniform material. 22 b. Crushed rock shall be used for embedment. 23 c. Provide trench geotextile fabric at any location where crushed rock or fine 24 crushed rock come into contact with utility sand. 25 d. Place evenly spread bedding material on a firm trench bottom. 26 e. Provide firm, uniform bedding. 27 1) Additional bedding may be required if ground water is present in the 28 trench. 29 2) If additional crushed rock is required which is not specifically identified in 30 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 31 price. 32 f. Place pipe on the bedding according to the alignment shown on the Drawings. 33 g. The pipe line shall be within: 34 1) f 1 inch of the elevation on the Drawings for 3 0-inch and larger water lines 35 h. Place and compact embedment material to adequately support haunches in 36 accordance with the pipe manufacturer's recommendations. 37 i. For steel pipe greater than 30 inches in diameter, the initial embedment lift shall 38 not exceed the spring line prior to compaction. 39 j. Place remaining embedment, including initial backfill, to a minimum of 6 40 inches, but not more than 12 inches, above the pipe. 41 k. Where gate valves are present, the initial backfill shall extend to up to the valve 42 nut. 43 1. Compact the embedment and initial backfill to 95 percent Standard Proctor 44 ASTM D 698. 45 in. Density test may be performed by a commercial testing firm approved by the 46 City to verify that the compaction of embedment meets requirements. 47 n. Place trench geotextile fabric on top of the initial backfill. 48 o. Place marker tape on top of the trench geotextile fabric in accordance with 49 Section 33 05 26. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 3305 10-15 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 15 of 21 1 4. Sanitary Sewer Lines and Storm Sewer Lines (HDPE) 2 a. The entire embedment zone shall be of uniform material. 3 b. Crushed rock shall be used for embedment. 4 c. Place evenly spread bedding material on a firm trench bottom. 5 d. Spread bedding so that lines and grades are maintained and that there are no sags 6 in the sanitary sewer pipe line. 7 e. Provide firm, uniform bedding. 8 1) Additional bedding may be required if ground water is present in the 9 trench. 10 2) If additional crushed rock is required which is not specifically identified in 11 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 12 price. 13 f. Place pipe on the bedding according to the alignment shown in the Drawings. 14 g. The pipe line shall be within ±0.1 inches of the elevation, and be consistent with 15 the grade shown on the Drawings. 16 h. Place and compact embedment material to adequately support haunches in 17 accordance with the pipe manufacturer's recommendations. 18 i. For sewer lines greater than 30 inches in diameter, the embedment lift shall not 19 exceed the spring line prior to compaction. 20 j. Place remaining embedment including initial backfill to a minimum of 6 inches, 21 but not more than 12 inches, above the pipe. 22 k. Compact the embedment and initial backfill to 95 percent Standard Proctor 23 ASTM D 698. 24 1. Density test may be performed by a commercial testing firm approved by the 25 City to verify that the compaction of embedment meets requirements. 26 m. Place trench geotextile fabric on top of the initial backfill. 27 n. Place marker tape on top of the trench geotextile fabric in accordance with 28 Section 33 05 26. 29 5. Storm Sewer (RCP) 30 a. The bedding and the pipe zone up to the spring line shall be of uniform material. 31 b. Crushed rock shall be used for embedment up to the spring line. 32 c. The specified backfill material may be used above the spring line. 33 d. Place evenly spread bedding material on a firm trench bottom. 34 e. Spread bedding so that lines and grades are maintained and that there are no sags 35 in the storm sewer pipe line. 36 £ Provide firm, uniform bedding. 37 1) Additional bedding may be required if ground water is present in the 38 trench. 39 2) If additional crushed rock is required which is not specifically identified in 40 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 41 price. 42 g. Place pipe on the bedding according to the alignment of the Drawings. 43 h. The pipe line shall be within ±0.1 inches of the elevation, and be consistent with 44 the grade, shown on the Drawings. 45 i. Place embedment material up to the spring line. 46 1) Place embedment to ensure that adequate support is obtained in the haunch. 47 j. Compact the embedment and initial backfill to 95 percent Standard Proctor 48 ASTM D 698. 49 k. Density test may be performed by a commercial testing firm approved by the 50 City to verify that the compaction of embedment meets requirements. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 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 3305 10-16 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 16 of 21 1. Place trench geotextile fabric on top of pipe and crushed rock. 6. Storm Sewer (PP - Polypropylene) a. The entire embedment zone shall be of uniform material. b. Crushed rock shall be used for embedment up to top of pipe. c. Place evenly spread bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the storm sewer pipe line. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. £ Place pipe on the bedding according to the alignment shown in the Drawings. g. The pipe line shall be within ±0.1 inches of the elevation, and be consistent with the grade shown on the Drawings. h. Place and compact embedment material to adequately support haunches in accordance with the pipe manufacturer's recommendations. i. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. j. Density test may be performed by City to verify that the compaction of embedment meets requirements. k. Place trench geotextile fabric on top of the initial backfill. 7. Storm Sewer Reinforced Concrete Box a. Crushed rock shall be used for bedding. b. The pipe zone and the initial backfill shall be: 1) Crushed rock, or 2) Acceptable backfill material compacted to 95 percent Standard Proctor density c. Place evenly spread compacted bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the storm sewer pipe line. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f. Fill the annular space between multiple boxes with crushed rock, CLSM according to 03 34 13. g. Place pipe on the bedding according to the alignment of the Drawings. h. The pipe shall be within ±0.1 inches of the elevation, and be consistent with the grade, shown on the Drawings. i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM D698. 8. Water Services (Less than 2 Inches in Diameter) a. The entire embedment zone shall be of uniform material. b. Utility sand shall be generally used for embedment. c. Place evenly spread bedding material on a firm trench bottom. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 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 3305 10-17 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 17 of 21 d. Provide firm, uniform bedding. e. Place pipe on the bedding according to the alignment of the Plans. f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 9. Sanitary Sewer Services a. The entire embedment zone shall be of uniform material. b. Crushed rock shall be used for embedment. c. Place evenly spread bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the sanitary sewer pipe line. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f. Place pipe on the bedding according to the alignment of the Drawings. g. Place remaining embedment, including initial backfill, to a minimum of 6 inches, but not more than 12 inches, above the pipe. h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. i. Density test may be required to verify that the compaction meets the density requirements. E. Trench Backfill 1. At a minimum, place backfill in such a manner that the required in -place density and moisture content is obtained, and so that there will be no damage to the surface, pavement or structures due to any trench settlement or trench movement. a. Meeting the requirement herein does not relieve the responsibility to damages associated with the Work. 2. Backfill Material a. Final backfill not under existing pavement or future pavement) 1) Backfill with: a) Acceptable backfill material b) Blended backfill material, or c) Select backfill material, CSS, or CLSM when specifically required b. Final backfill depth 15 feet or greater (under existing or future pavement) 1) Backfill depth from 0 to15 feet deep a) Backfill with: (1) Acceptable backfill material (2) Blended Backfill material, or (3) Select backfill material, CSS, or CLSM when specifically required 2) Backfill depth from 15 feet and greater a) Backfill with: (1) Select Fill (2) CSS, or (3) CLSM when specifically required c. Backfill for service lines: 1) Backfill for water or sewer service lines shall be the same as the requirement of the main that the service is connected to. 3. Required Compaction and Density CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 3305 10-18 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 18 of 21 1 a. Final backfill (depths less than 15 feet/under existing or future pavement) 2 1) Compact acceptable backfill material, blended backfill material or select 3 backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at 4 moisture content within -2 to +5 percent of the optimum moisture. 5 2) CSS or CLSM requires no compaction. 6 b. Final backfill (depths 15 feet and greater/under existing or future pavement) 7 1) Compact select backfill to a minimum of 98 percent Standard Proctor per 8 ASTM D 698 at moisture content within -2 to +5 percent of the optimum 9 moisture up to the final grade. 10 2) CSS or CLSM requires no compaction. 11 c. Final backfill (not under existing or future pavement) 12 1) Compact acceptable backfill material blended backfill material, or select 13 backfill to a minimum of 95 percent Standard Proctor per ASTM D 698 at 14 moisture content within -2 to +5 percent of the optimum moisture. 15 4. Saturated Soils 16 a. If in -situ soils consistently demonstrate that they are greater than 5 percent over 17 optimum moisture content, the soils are considered saturated. 18 b. Flooding the trench or water jetting is strictly prohibited. 19 c. If saturated soils are identified in the Drawings or Geotechnical Report in the 20 Appendix, Contractor shall proceed with Work following all backfill procedures 21 outlined in the Drawings for areas of soil saturation greater than 5 percent. 22 d. If saturated soils are encountered during Work but not identified in Drawings or 23 Geotechnical Report in the Appendix: 24 1) The Contractor shall: 25 a) Immediately notify the City. 26 b) Submit a Contract Claim for Extra Work associated with direction from 27 City. 28 2) The City shall: 29 a) Investigate soils and determine if Work can proceed in the identified 30 location. 31 b) Direct the Contractor of changed backfill procedures associated with 32 the saturated soils that may include: 33 (1) Imported backfill 34 (2) A site specific backfill design 35 5. Placement of Backfill 36 a. Use only compaction equipment specifically designed for compaction of a 37 particular soil type and within the space and depth limitation experienced in the 38 trench. 39 b. Flooding the trench or water setting is strictly prohibited. 40 c. Place in loose lifts not to exceed 12 inches. 41 d. Compact to specified densities. 42 e. Compact only on top of initial backfill, undisturbed trench or previously 43 compacted backfill. 44 f. Remove any loose materials due to the movement of any trench box or shoring 45 or due to sloughing of the trench wall. 46 g. Install appropriate tracking balls for water and sanitary sewer trenches in 47 accordance with Section 33 05 26. 48 6. Backfill Means and Methods Demonstration CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 3305 10 - 19 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 19 of 21 a. Notify the City in writing with sufficient time for the City to obtain samples and 2 perform standard proctor test in accordance with ASTM D698. 3 b. The results of the standard proctor test must be received prior to beginning 4 excavation. 5 c. Upon commencing of backfill placement for the project the Contractor shall 6 demonstrate means and methods to obtain the required densities. 7 d. Demonstrate Means and Methods for compaction including: 8 1) Depth of lifts for backfill which shall not exceed 12 inches 9 2) Method of moisture control for excessively dry or wet backfill 10 3) Placement and moving trench box, if used 11 4) Compaction techniques in an open trench 12 5) Compaction techniques around structure 13 e. Provide a testing trench box to provide access to the recently backfilled material. 14 f. The City will provide a qualified testing lab full time during this period to 15 randomly test density and moisture continent. 16 1) The testing lab will provide results as available on the job site. 17 7. Varying Ground Conditions 18 a. Notify the City of varying ground conditions and the need for additional 19 proctors. 20 b. Request additional proctors when soil conditions change. 21 c. The City may acquire additional proctors at its discretion. 22 d. Significant changes in soil conditions will require an additional Means and 23 Methods demonstration. 24 3.5 REPAIR [NOT USED] 25 3.6 RE —INSTALLATION [NOT USED] 26 3.7 FIELD QUALITY CONTROL 27 A.Field Tests and Inspections 28 1. Proctors 29 a. The City will perform Proctors in accordance with ASTM D698. 30 b. Test results will generally be available to within 4 calendar days and distributed 31 to: 32 1) Contractor 33 2) City Project Manager 34 3) City Inspector 35 4) Engineer 36 c. Notify the City if the characteristic of the soil changes. 37 d. City will perform new proctors for varying soils: 38 1) When indicated in the geotechnical investigation in the Appendix 39 2) If notified by the Contractor 40 3) At the convenience of the City 41 e. Trenches where different soil types are present at different depths, the proctors 42 shall be based on the mixture of those soils. 43 2. Density Testing of Backfill 44 a. Density Tests shall be in conformance with ASTM D2922. 45 b. Provide a testing trench protection for trench depths in excess of 5 feet. 46 c. Place, move and remove testing trench protection as necessary to facilitate all 47 test conducted by the commercial testing firm approved by the City. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 3305 10 - 20 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 20 of 21 1 d. The commercial testing lab will perform moisture/density test for every 200-ft 2 or less of trench length, as measured along the length of the pipe. A minimum of 3 one test shall be performed for every 2 vertical feet of compacted backfill 4 material, independent of the contractor's lift thickness for compaction. Test 5 locations shall be staggered within each lift so that successive lifts are not tested 6 in the same location. A random number generator may be used to determine test 7 locations. Moisture/density tests shall be performed at a depth not more than 2 8 feet above the top of the pipe bedding and in 2-foot increments up to the final 9 grade. The project inspector or project manager may request testing at an 10 increased frequency and/or at specific locations. 11 e. The contractor can proceed with subsequent earthwork only after test results for 12 previously completed work comply with requirements. If the required 13 compaction density has not been obtained, the backfill should be scarified and 14 moistened or aerated, or removed to a depth required, and be replaced with 15 approved backfill, and re -compacted to the specified density at the contractor's 16 expense. In no case will excavation, pipe -laying, or other operation be allowed 17 to proceed until the specified compaction is attained. 18 f. The testing lab will provide results to Contractor and the City's Inspector upon 19 completion of the testing. 20 g. A formal report will be posted to the City's Accela (Developer Projects) and 21 BIM 360 (City Projects) site within 48 hours. 22 h. Test reports shall include: 23 1) Location of test by station number 24 2) Time and date of test 25 3) Depth of testing 26 4) Field moisture 27 5) Dry density 28 6) Proctor identifier 29 7) Percent Proctor Density 30 3. Density of Embedment 31 a. Storm sewer boxes that are embedded with acceptable backfill material, blended 32 backfill material, cement modified backfill material or select material will 33 follow the same testing procedure as backfill. 34 b. The City may test fine crushed rock or crushed rock embedment in accordance 35 with ASTM D2922 or ASTM 1556. 36 B.Non-Conforming Work 37 1. All non -conforming work shall be removed and replaced. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 3305 10 - 21 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 21 of 21 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 9 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2 —Added Item for Concrete Encasement for Utility Lines Various Sections — Revised Depths to Include 15' and greater 12/20/2012 D. Johnson 3.3.A — Additional notes for pavement protection and positive drainage. 3.4.E.2 — Added requirements for backfill of service lines. 3.4.E.5 — Added language prohibiting flooding of trench 1.2.A.3 — Clarified measurement and payment for concrete encasement as per plan 6/18/2013 D. Johnson quantity 2.2.A — Added language for concrete encasement 11/09/16 %. Are"a 2.2.A. Ld Modify gradation for sand material 2.2 A. 1. E. - Added reference to pre -approved list of sand sources for embedment; 3.3 A. 6. - Changed reference to Transportation Management Division; 3.4 - 2/26/2021 /. Areora Provided clarification re: use of commercial testing firms approved by City and backfill requirements; and 3.7 A. 2. Provided clarification re: backfill testing requirements. 4/2/2021 M Owen 3.4 D. 6. Add requirements Storm Sewer (PP - Polypropylene) 1.3 B. — Updated reference standards 2.2 A. 9. b. — Clarified Portland or Blended hydraulic cement 12/13/24 M Owen 2.2 A. 9. e. — Added limits for methods of CSS mixing and clarified testing values resulting in required replacement Removed blue text guidance, as there are no required changes. 6/13/25 tit Owen 1.2 A. 6. Added water trench stop to M&P section. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised June 13, 2025 SECTION 33 05 12 WATER LINE LOWERING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 330512-1 WATER LINE LOWERING Page 1 of 4 1. Locations where existing 12-inch or smaller water lines are crossed by a new storm sewer, sanitary sewer or water transmission main and the existing water line is to be lowered under the proposed improvement and no design profile has been provided in the Drawings 2. Locations where a new 12-inch or smaller water line is installed and crosses an existing underground conflict which requires the water line to be lowered greater than two feet below the standard depth and has not been detailed in the Drawings 3. 16-inch and larger water lines are excluded from this Section and should be specifically designed for lowering and paid for by unit price items 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 33 04 40 — Cleaning and Acceptance Testing of Water Mains 4. Section 33 05 10 —Utility Trench Excavation, Embedment, and Backfill 5. Section 33 11 10 — Ductile Iron Pipe 6. Section 33 11 11 —Ductile Fittings 7. Section 33 11 12 — Polyvinyl Chloride (PVC) Pressure Pipe 8. Section 33 12 25 — Connection to Existing Water Main 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Water Line Lowering a. Measurement 1) Measurement for this Item shall be per each by size of each Water Line Lower performed. 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 "Water Line Lowering" installed for: a) Various Sizes c. The price bid shall include: 1) Furnishing and installing Ductile Iron or PVC Pipe and Ductile Iron Fittings CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 3305 12 - 2 WATER LINE LOWERING Page 2 of 4 2) Polyethylene encasement 3) Paving removal 4) Excavation 5) Hauling 6) Disposal of excess material 7) Furnishing and placement of embedment 8) Furnishing, placement, and compaction of backfill 9) Thrust restraint 10) Bolts and nuts 11) Gaskets 12) Clean-up 13) Cleaning 14) Disinfection 15) Testing 16) Connections to the existing water line LMM 7 0413194001*1 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. Texas Commission on Environmental Quality (TCEQ) a. Title 30 Texas Administrative Code (TAC) Chapter 290, Public Drinking Water. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, 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 -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS A. Materials 1. Ductile Iron Pipe shall conform to Section 33 11 10. 2. Ductile Iron Fittings with retainer glands shall conform to Section 33 11 11. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 3305 12-3 WATER LINE LOWERING Page 3 of 4 3. Polyvinyl Chloride (PVC) pressure Pipe shall conform to Section 33 11 12. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXANIINATION A. Evaluation and Assessment 1. Verify elevation of conflict which requires the water line to be relocated. 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Water lines lowered to resolve conflicts between the water line and a proposed utility shall be lowered to maintain a 2-foot separation between the outside diameters of the water line and the other buried utilities. a. When approved by the Water Department, the separation may be reduced to 12- inches. b. No exception shall be granted to the criteria in Article 3.4 B of the Section. B. Water Crossing Sanitary Sewer 1. Water lines crossing sanitary sewer shall be in accordance with the TCEQ Title 30 TAC Chapter 290. C. Water Lines Crossing under Storm Drains 1. Water lines crossing within 2 feet below storm drains shall be constructed of Ductile Iron Pipe in accordance with Section 33 11 10. D. Install Ductile Iron Pipe in accordance with Section 33 11 10. E. Install Ductile Iron Fittings with retainer glands in accordance with Section 33 11 11. F. Install Polyvinyl Chloride (PVC) Pressure Pipe in accordance with Section 33 11 12. G. Disinfect and test at the direction of the City. H. Complete connections to the existing main in accordance with Section 33 12 25. McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 3305 12 - 4 WATER LINE LOWERING Page 4 of 4 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD 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 12/20/2012 D. Johnson 1. LA — Clarification of when Section is applicable McCart Avenue (Phase 1 & 2) and McPherson Boulevard CITY OF FORT WORTH City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 330514-1 ADJUSTING MANHOLES, INLETS, VALVE BOXES; AND OTHER STRUCTURES TO GRADE Page 1 of 7 1 SECTION 33 05 14 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO 3 GRADE 4 PART1- GENERAL 5 1.1 SUMMARY 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 A. Section Includes: 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test stations and other miscellaneous structures to a new grade B. Deviations from this City of Fort Worth Standard Specification 1. 1.2.A.8.c - Added items 10,11, and 12 to include replacement of frame and cover, traffic rated top slab, and replacement of existing appurtenances where indicated in the drawings, for existing structures. 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 01 17 — Permanent Asphalt paving Repair 4. Section 32 0129 — Concrete Paving Repair 5. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 6. Section 33 05 13 — Frame, Cover and Grade Rings 7. Section 33 39 10 — Cast -in -Place Concrete Manholes 8. Section 33 39 20 — Precast Concrete Manholes 9. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 10. Section 33 12 21 — AWWA Rubber -Seated Butterfly Valve It. Section 33 04 11 — Corrosion Control Test Station 12. Section 33 04 12 — Magnesium Anode Cathodic Protection System 27 1.2 PRICE AND PAYMENT PROCEDURES 28 29 30 31 32 33 34 35 36 37 38 39 A. Measurement and Payment 1. Manhole — Minor Adjustment a. Measurement 1) Measurement for this Item shall be per each adjustment using only grade rings or other minor adjustment devices to raise or lower a manhole to a grade as specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Minor" completed. c. The price bid shall include: 1) Pavement removal CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 3305 14 - 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES; AND OTHER STRUCTURES TO GRADE Page 2 of 7 2) Excavation 3) Hauling 4) Disposal of excess material 5) Grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 2. Manhole - Major Adjustment a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade as specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications, grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 3. Manhole - Major Adjustment with Frame and Cover a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade specified on the Drawings or structural modifications for a manhole requiring a new frame and cover, often for changes to cover diameter. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major w/ Cover" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications, grade rings or other adjustment device 6) Frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 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 3305 14 - 3 ADJUSTING MANHOLES, INLETS, VALVE BOXES; AND OTHER STRUCTURES TO GRADE Page 3 of 7 10) Clean-up 4. Inlet a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to inlet to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Inlet Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 5. Valve Box a. Measurement 1) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Valve Box Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 6. Cathodic Protection Test Station a. Measurement 1) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Cathodic Protection Test Station Adjustment" completed. c. The price bid shall include: 1) Pavement removal CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 3305 14 - 4 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 4 of 7 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 7. Fire Hydrant a. Measurement 1) Measurement for this Item shall be per each adjustment requiring stem extensions to meet a grade specified by the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Fire Hydrant Stem Extension" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment materials 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 8. Miscellaneous Structure a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to said structure to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Miscellaneous Structure Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material 8) Permanent asphalt patch or concrete paving repair, as required 9) Clean-up 10) Replacement of hinged frame and cover 11) Replacement of ton slab with traffic rated ton slab 12) Replacement of appurtenances as indicated in the drawings CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 3305 14 - 5 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 5 of 7 �PCM7D)W017Nelf) 11 2 A. Definitions 3 1. Minor Adjustment 4 a. Refers to a small elevation change performed on an existing manhole where the 5 existing frame and cover are reused. 6 2. Major Adjustment 7 a. Refers to a significant elevation change performed on an existing manhole 8 which requires structural modification or when a 24-inch ring is changed to a 9 30-inch ring. 10 B. 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. Texas Commission on Environmental Quality (TCEQ): 15 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 —Manholes and 16 Related Structures. 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 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 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [ox] OWNER -SUPPLIED PRODUCTS [NOT USED] 28 2.2 MATERIALS 29 A. Cast -in -Place Concrete 30 1. See Section 03 30 00. 31 B. Modifications to Existing Concrete Structures 32 1. See Section 03 80 00. 33 C. Grade Rings 34 1. See Section 33 05 13. 35 D. Frame and Cover CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 3305 14 - 6 ADJUSTING MANHOLES, INLETS, VALVE BOXES; AND OTHER STRUCTURES TO GRADE Page 6 of 7 1 1. See Section 33 05 13. 2 E. Backfill material 3 1. See Section 33 05 10. 4 F. Water valve box extension 5 1. See Section 33 12 20. 6 G. Corrosion Protection Test Station 7 1. See Section 33 04 11. 8 H. Cast -in -Place Concrete Manholes 9 1. See Section 33 39 10. 10 I. Precast Concrete Manholes 11 1. See Section 33 39 20. 12 2.3 ACCESSORIES [NOT USED] 13 2.4 SOURCE QUALITY CONTROL [NOT USED] 14 PART 3 - EXECUTION 15 3.1 INSTALLERS [NOT USED] 16 3.2 EXAMINATION 17 A. Verification of Conditions 18 1. Examine existing structure to be adjusted, for damage or defects that may affect 19 grade adjustment. 20 a. Report issue to City for consideration before beginning adjustment. 21 3.3 PREPARATION 22 A. Grade Verification 23 1. On major adjustments confirm any grade change noted on Drawings is consistent 24 with field measurements. 25 a. If not, coordinate with City to verify final grade before beginning adjustment. WG�KW.\1311MI� 31VLVI 27 A. Manholes, Inlets, and Miscellaneous Structures 28 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 29 30-inch frame and cover assembly per TCEQ requirement. 30 2. On manhole major adjustments, inlets and miscellaneous structures protect the 31 bottom using wood forms shaped to fit so that no debris blocks the invert or the 32 inlet or outlet piping in during adjustments. 33 a. Do not use any more than a 2-piece bottom. 34 3. Do not extend chimney portion of the manhole beyond 24 inches. 35 4. Use the least number of grade rings necessary to meet required grade. 36 a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch 37 rings. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 3305 14 - 7 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 7 of 7 B. Valve Boxes 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on the Drawings. C. Backfill and Grading 1. Backfill area of excavation surrounding each adjustment in accordance to Section 3305 10. D. Pavement Repair 1. If required pavement repair is to be performed in accordance with Section 32 01 17 or Section 32 0129. 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 1.2.A —Pay item added for a major manhole adjustment which reuses the existing frame and cover and a major adjustment requiring a new frame and cover; Added 12/20/2012 D. Johnson items to be included in price bids; Blue text added for clarification for miscellaneous structure adjustments 3.4 — Pavement repair requirements were added CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard City Project No. CO2505 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 1 2 3 PART 1 - GINIIZAL 4 1.1 SUNPAARY SECTION 33 0517 CONCRETE COLLARS 33 05 17 -1 CONCRETE COLLARS Page 1 of 4 5 A. Section Includes: 6 1. Concrete Collars for Manholes 7 2. Concrete Collars for Valves 8 3. These Items are intended for use in asphalt streets and unimproved areas — not for 9 use in concrete streets. 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 14 Contract 15 2. Division 1— General Requirements 16 3. Section 03 30 00— Cast -In -Place Concrete 17 4. Section 03 80 00— Modifications to Existing Concrete Structures 18 5. Section 33 05 13 — Frame, Cover, and Grade Rings 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Manhole 22 a. Measurement 23 1) Measurement for this Item shall be per each. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item shall be paid for at the unit price bid per each "Concrete Collar for 27 Manhole" installed. 28 c. The price bid will include: 29 1) Concrete Collar 30 2) Excavation 31 3) Forms 32 4) Reinforcing steel (if required) 33 5) Concrete 34 6) Backfill 35 7) Pavement removal 36 8) Hauling 37 9) Disposal of excess material 38 10) Placement and compaction of backfill 39 11) Clean-up 40 12) Additional pavement around perimeter of concrete collar as required for 41 rim adjustment on existing manhole. CITY OF FORT WORTH McCartAvenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 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 33 05 17 -2 CONCRETE COLLARS Page 2of4 2. Valve 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 "Concrete Collar for Valve" installed. c. The price bid will include: 1) Concrete Collar 2) Excavation 3) Forms 4) Reinforcing steel (if required) 5) Concrete 6) Backfill 7) Pavement removal 8) Hauling 9) Disposal of excess material 10) Placement and compaction of backfill 11) Clean-up 12) Additional pavement around perimeter of concrete collar as required for rim adjustment on existing manhole. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 McCart Avenue (Phase 1 & 2) and McPherson Boulevard City Project No. CO2505 33 05 17 - 3 CONCRETE COLLARS Page 3of4 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. ASTM International (ASTM): 7 a. D4258, Standard Practice for Surface Cleaning Concrete for Coating. 8 b. D4259, Standard Practice for Abrading Concrete. 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 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 [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS 19 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 20 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 21 A. Materials 22 1. Concrete— Conform to Section 03 30 00. 23 2. Reinforcing Steel —Conform to Section 03 2100. 24 3. Frame and Cover — Conform to Section 33 05 13. 25 4. Grade Ring — Conform to Section 33 05 13. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION 31 A. Evaluation and Assessment 32 1. Verify lines and grades are in accordance to the Drawings. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.0O2505 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 33 05 17 -4 CONCRETE COLLARS Page 4of4 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Final Rim Elevation 1. Install concrete grade rings for height adjustment. a. Construct grade ring on load bearing shoulder of manhole. b. Use sealant between rings as shown on Drawings. c. Sono Tube or approved equivalent may be used to perform the adjustment as substitute for grade rings. 2. Set frame on top of manhole or grade rings using continuous water sealant o clean smooth surface (when sono tube is used in lieu of grade rings, sealant is not required). 3. Remove debris, stones and dirt to ensure a watertight seal. 4. Do not use steel shims, wood, stones or other unspecified material to obtain the final surface elevation of the manhole frame. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 R&INSTALLATION [NOT USED] 3.7 FIELD 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 SUMMARYOF CHANGE 12/20/2012 D. Johnson 1.1.A.2 —Blue text added to clarify where concrete collars are to be installed. 3/11/2022 M Oven Added measurement and payment for"Concrete Collar for Valve" and provided option to use Sono tube or approvedequal product in lieu of grade rings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 McCart Avenue (Phase 1 & 2) and McPherson Boulevard City Project No. CO2505 SECTION 33 05 20 AUGER BORING PART1- GENERAL 1.1 SUMMARY 330520-1 AUGER BORING Page 1 of 7 A. Section Includes: 1. Minimum requirements for auger boring using 48-inch and smaller casing pipe with lengths less than 350 feet at the locations shown on the Drawings 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 33 05 10 —Utility Trench Excavation, Embedment and Backfill 4. Section 33 05 22 — Steel Casing Pipe 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. This Item is considered subsidiary to steel casing pipe construction. 2. Payment a. The work performed and materials furnished in accordance with this Item are subsidiary to the unit price bid per linear foot of By Other Than Open Cut to be complete in place, and no other compensation will be allowed. 1.3 REFERENCES 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. Occupational Safety and Health Administration (OSHA) a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part 1926, Subpart S, Underground Construction and Subpart P, Excavation. 1.4 ADMINISTRATIVE REQUIREMENTS A. Pre -installation 1. Provide written notice to the City at least 3 workings days in advance of the planned launch of auger boring operations. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 33 05 20 - 2 AUGER BORING Page 2 of 7 B. All submittals shall be approved by the City prior to delivery. 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. Qualifications Contractor a. All boring work shall be performed by an experienced subcontractor or Contractor who has at least 5 years of experience in performing tunneling work and has completed at least 5 boring projects of similar diameter and ground conditions. 1) At least 1 of the projects shall have an individual boring length equal to or greater in length than the longest tunnel on this project. 2) Submit details of referenced projects including owner's name and contact information, project superintendent and machine operators. b. The project superintendent shall have at least 5 years of experience supervising boring construction. 1) The Contractor may be required to submit details of referenced project including owner's name, contact information and project superintendent. c. The site safety representative and personnel responsible for air quality monitoring shall be experienced in tunnel construction and shall have current certification by OSHA. 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 loR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Description 1. Steel Casing Pipe shall be in accordance with Section 33 05 22. 2. Tunnel Liner Plate is not permitted for use with Auger Boring. B. Design Criteria 1. Design excavation methods and spoil conveyance system for the full range of ground conditions described in the Geotechnical Reports anticipated 2. Tolerance a. Pressurized Carrier pipe CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 33 05 20 - 3 AUGER BORING Page 3 of 7 1) Lateral or vertical variation in the final position of the pipe casing from the line and grade established by the Drawings shall be permitted only to the extent of 1 inch in 10 feet provided that such variation shall be regular and only in the direction that will not detrimentally affect the function of the carrier pipe and clearances from other underground utilities or structures. b. Gravity Carrier Pipe 1) Lateral variation in the final position of the pipe casing from the line and grade established by the Drawings shall be permitted only to the extent of 1 inch in 10 feet provided that such variation shall be regular and only in the direction that will not detrimentally affect the function of the carrier pipe and clearances from other underground utilities or structures. 2) Grades shown on Drawings must be maintained vertically. 3. Use methods and equipment that control surface settlement and heave above the pipeline to prevent damage to existing utilities, facilities and improvements. a. Limit any ground movements (settlement/heave) to values that shall not cause damage to adjacent utilities or surface features (i.e. pavement, structures, railroad tracks, etc.) b. Repair any damage caused by ground movements at no cost to the City. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXANIINATION [NOT USED] 3.3 PREPARATION A. Boring shall not begin until the following have been completed: Review of available utility drawings and location of conduits and underground utilities in all areas where excavation is to be performed. a. Notify the applicable one -call system prior to any excavation to avoid interference with the existing conduits and utilities in accordance with ,Division 1. 1) Repair damage to existing utilities resulting from excavation at no additional cost to the City. b. Follow notification requirements of permit provider where applicable. 2. Complete pit excavations and support systems for each drive in accordance with the requirements of the Specifications. K,! 1►&1T1F.\ N I/:rl II 1WI A. General 1. Immediately notify the City if any problems are encountered with equipment or materials or if the Contractor believes the conditions encountered are materially and significantly different than those represented within the Contract Documents. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 33 05 20 - 4 AUGER BORING Page 4 of 7 2. Where pipe is required to be installed under railroad embankments or under highways, streets or other facilities, construction shall be performed in such a manner so as to not interfere with the operation of the railroad, street, highway or other facility, and so as not to weaken or damage any embankment or structure. 3. During construction operations, furnish and maintain barricades and lights to safeguard traffic and pedestrians until such time as the backfill has been completed and then remove from the site. 4. Properly manage and dispose of groundwater inflows to the shafts in accordance with requirements of specifications and all permit conditions. a. Discharge of groundwater inflow into sanitary sewers is not allowed without proper approval and permits. 5. Furnish all necessary equipment, power, water and utilities for tunneling, spoil removal and disposal, grouting and other associated work required for the methods of construction. 6. Promptly clean up, remove and dispose of any spoil or slurry spillage. 7. Do not disturb roadways, railroads, canal channels, adjacent structures, landscaped areas or existing utilities. a. Any damage shall be immediately repaired to original or better condition and to the satisfaction of the Engineer or permit grantor at no additional cost to the City. 8. Whenever there is a condition that is likely to endanger the stability of the excavation or adjacent structures, operate with a full crew 24 hours a day, including weekends and holidays, without interruption, until those conditions no longer jeopardize the stability of the Work. 9. Notify the Texas One Call system (800-245-4545) to request marking of utilities by utility owners / operators that subscribe to One Call, and shall individually notify all other known or suspected utilities to request marking of these utilities. a. Confirm that all requested locates are made prior to commencing boring operations. b. Visually confirm and stake necessary existing lines, cables, or other underground facilities including exposing necessary crossing utilities and utilities within 10 feet laterally of the designed tunnel. c. Control drilling and grouting practices to prevent damage to existing utilities. B. Boring Methods 1. Tunnel liner plate shall not be used for auger boring. 2. The Contractor shall be fully responsible for insuring the methods used are adequate for the protection of workers, pipe, property and the public and to provide a finished product as required. 3. Blasting is not allowed. C. Pits and Trenches 1. If the grade of the pipe at the end is below the ground surface, suitable pits or trenches shall be excavated for the purpose of conducting the jacking operations and for placing end joints of the pipe. 2. Wherever end trenches are cut in the sides of the embankment or beyond it, such work shall be sheeted securely and braced in a manner to prevent earth from caving in. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 330520-5 AUGER BORING Page 5 of 7 3. The location of the pit shall meet the approval of the City. 4. The pits of trenches excavated to facilitate these operations shall be backfilled in accordance with Section 33 05 10 immediately after the casing and carrier pipe installation has been completed. D. Boring 1. Install steel casing pipe by boring hole with the earth auger and simultaneously jacking pipe into place. 2. The boring shall proceed from a pit provided for the boring equipment and workmen. Pilot Hole, required for 24-inch and larger casings a. By this method an approximate 2-inch hole shall be bored the entire length of the crossing and shall be checked for line and grade on the opposite end of the bore from the work pit. b. This pilot hole shall serve as the centerline of the larger diameter hole to be bored. c. Other methods of maintaining line and grade on the casing may be approved if acceptable to the Engineer. d. Placed excavated material near the top of the working pit and disposed of as required. 1) If no room is available, immediate haul off is required. 4. The use of water or other fluids in connection with the boring operation will be permitted only to the extent required to lubricate cuttings. a. Jetting or sluicing will not be permitted. 5. In unconsolidated soil formations, a gel -forming colloidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to: a. Consolidate cuttings of the bit b. Seal the walls of the hole c. Furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter 6. Allowable variation from the line and grade shall be as specified in this Specification. 7. All voids in excess of 2 inches between bore and outside of casing shall be pressure grouted. E. Contact Grouting 1. Contact grout any voids caused by or encountered during the boring. a. Modify equipment and procedures as required to avoid recurrence of excessive settlements or damage. F. Control of Line and Grade l . Monitor line and grade continuously during boring operations. a. Record deviation with respect to design line and grade once at each casing joint. 2. If the pipe installation does not meet the specified tolerances, correct the installation, including any necessary redesign of the pipeline or structures and acquisition of necessary easements. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 330520-6 AUGER BORING Page 6 of 7 KNIwol 11 ByRet" W.110 790131111 X%IMei A. After completion of the boring, all construction debris, spoils, oil, grease and other materials shall be removed from the pipe, pits and all work areas. B. Restoration shall follow construction as the Work progresses and shall be completed as soon as reasonably possible. 1. Restore and repair any damage resulting from surface settlement caused by shaft excavation or boring. 2. Any property damaged or destroyed shall be restored to a condition equal to or better than existing prior to construction. 3. Restoration shall be completed no later than 30 days after boring is complete, or earlier if required as part of a permit or easement agreement. 4. This provision for restoration shall include all property affected by the construction operations. 3.6 RE -INSTALLATION [NOT USED] 3.7 SITE QUALITY CONTROL A. Field Tests and Inspections Allow access to the City and furnish necessary assistance and cooperation to aid in the observations, measurements, data and sample collection, including, but not limited to the following: a. The City shall have access to the boring system prior to, during and following all boring operations. b. The City shall have access to the tunneling shafts prior to, during and following all boring operations. 1) This shall include, but not be limited to, visual inspection of installed pipe and verification of line and grade. 2) The Contractor shall provide safe access in accordance with all safety regulations. c. The City shall have access to spoils removed from the boring excavation prior to, during and following all boring operations. 1) The City shall be allowed to collect soil samples from the muck buckets or spoil piles a minimum of once every 10 feet and at any time when changes in soil conditions or obstructions are apparent or suspected. B. Safety 1. The Contractor is responsible for safety on the job site. a. Perform all Work in accordance with the current applicable regulations of the Federal, State and local agencies. b. In the event of conflict, comply with the more restrictive applicable requirement. 2. No gasoline powered equipment shall be permitted in receiving shafts/pits. a. Diesel, electrical, hydraulic, and air powered equipment are acceptable, subject to applicable local, State and Federal regulations. 3. Furnish and operate a temporary ventilation system in accordance with applicable safety requirements when personnel are underground. a. Perform all required air and gas monitoring. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 330520-7 AUGER BORING Page 7 of 7 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an atmosphere free of toxic or flammable gasses in all underground work areas. 4. Perform all work in accordance with all current applicable regulations and safety requirements of the Federal, State and Local agencies. 5. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S, Underground Construction and Subpart P, Excavations. a. In the event of conflict, comply with the more stringent requirements. 6. If personnel will enter the pipe during construction, the Contractor shall develop an emergency response plan for rescuing personnel trapped underground in a shaft excavation or pipe. a. Keep on -site all equipment required for emergency response in accordance with the agency having jurisdiction. 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 SECTION 33 05 22 STEEL CASING PIPE PART1- GENERAL 1.1 SUMMARY A. Section Includes: 330522-1 STEEL CASING PIPE Page 1 of 6 1. Minimum requirements for manufacturing, furnishing and transporting Steel Casing Pipe to be installed by Open Cut or By Other than Open Cut at the locations shown on the Drawings 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 33 05 10 — Utility Trench Excavation, Embedment and Backfill 4. Section 33 05 20 —Auger Boring 5. Section 33 05 23 —Hand Tunneling 6. Section 33 05 24 —Installation of Carrier Pipe in Casing or Tunnel Liner Plate 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Open Cut a. Measurement 1) Measured horizontally along the surface for length of Steel Casing Pipe installed b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Casing, By Open Cut" installed for: a) Various Sizes c. The price bid shall include: 1) Furnishing and installing Steel Casing Pipe as specified by the Drawings 2) Mobilization 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess material 7) Furnishing, placement, and compaction of embedment 8) Furnishing, placement, and compaction of backfill 9) Clean-up 2. By Other than Open Cut a. Measurement CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 330522-2 STEEL CASING PIPE Page 2 of 6 1) Measured horizontally along the surface for length of Steel Casing Pipe installed b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Casing/Tunnel Liner Plate, By Other than Open Cut" installed for: a) Various Sizes 2) 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 "Casing, By Other than Open Cut" installed for: a) Various Sizes c. The price bid shall include: 1) Furnishing and installing Steel Casing Pipe as specified by the Drawings 2) Mobilization 3) Launching shaft 4) Receiving shaft 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement, and compaction of backfill 10) Clean-up 1.3 REFERENCES 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. ASTM International (ASTM): a. A139, Standard Specification for Electric -Fusion (Arc) -Welded Steel Pipe (NPS Sizes 4 and Over). 3. American Water Works Association (AWWA): a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - Enamel and Tape - Hot Applied. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1����JI_Y_CY]�f.Y11:3►I I Y W r� Ify�1�1,1CY7.�►L /V Y [Y]�G�YI : r I��I III IF.� A. Product Data 1. Exterior Coating a. Material data b. Field touch-up procedures 2. Interior Coating CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 330522-3 STEEL CASING PIPE Page 3 of 6 a. Material data b. Field touch-up procedures B. Shop Drawings 1. No shop drawings required for Auger Boring 2. For Tunneling, provide the following: a. Furnish details for Steel Casing Pipe outlining the following: 1) Grout/lubrication ports 2) Joint details 3) Other miscellaneous items for furnishing and fabricating pipe b. Submit calculations in a neat, legible format that is sealed by a Licensed Professional Engineer in Texas, consistent with the information provided in the geotechnical report, and includes: 1) Calculations confirming that pipe jacking capacity is adequate to resist the anticipated jacking loads for each crossing with a minimum factor of safety of 2 2) Calculations confirming that pipe capacity is adequate to safely support all other anticipated loads, including earth and groundwater pressures, surcharge loads, and handling loads 3) Calculations confirming that jointing method will support all loading conditions 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 A. Delivery, Handling, and Storage 1. Prior to delivery of the pipe, end/internal bracing shall be furnished and installed, as recommended by the manufacturer, for protection during shipping and storage. 2. Deliver, handle and store pipe in accordance with the Manufacturer's recommendations to protect coating systems. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] iW►J7r-III r. 1 A. Design Criteria 1. The Contractor is fully responsible for the design of Steel Casing Pipe that meets or exceeds the design requirements of this Specification and that is specifically designed for installation by the intended trenchless method. 2. For Steel Casing Pipe utilized for tunneling projects, consider the following: CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 330522-4 STEEL CASING PIPE Page 4 of 6 a. Design of the casing pipe shall account for all installation and service loads including: 1) Jacking loads 2) External groundwater and earth loads 3) Traffic loads 4) Practical consideration for handling, shipping and other construction operations 5) Any other live or dead loads reasonably anticipated b. Design shall be sealed and signed by a registered Professional Engineer licensed in the State of Texas. c. The allowable jacking capacity shall not exceed 50 percent of the minimum steel yield stress. 3. Steel Casing Pipe shall have a minimum wall thickness as follows: Casing Pipe Diameter inches Minimum Wall Thickness inches 14 —18 .3125 5/16 20 — 24 .375 (3/8) 26 — 32 .5 (1/2) 34 — 42 .625 5/8 44 — 48 .6875 (11/16) Greater than 48 Project specific design 4. Steel Casing Pipe shall be provided with inside diameter sufficient to efficiently install the required carrier pipe with casing spacers as required in Section 33 05 24. a. Allowable casing diameters are shown on the Drawings for each crossing. 5. Furnish in lengths that are compatible with Contractor's shaft sizes and allowable work areas. 6. Random segments of pipe will not be permitted for straight runs of casing. a. Closing piece segments, however, shall be acceptable. 7. When required by installation method, provide grout/lubricant ports along the pipe at intervals of 10 feet or less. a. Ports and fittings shall be attached to the pipe in a manner that will not materially affect the strength of the pipe nor interfere with installation of carrier pipe. b. Plugs for sealing the fittings shall be provided by the Contractor and shall be capable of withstanding all external and internal pressures and loads without leaking. B. Materials 1. Provide new, smooth -wall, carbon steel pipe conforming to ASTM A139, Grade B. 2. Dimensional Tolerances a. Furnishing and installing Steel Casing Pipe with dimensional tolerances that are compatible with performance requirements and proposed installation methods that meet or exceed the specific requirements below: 1) Minimum wall thickness at any point shall be at least 87.5 percent of the nominal wall thickness. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 330522-5 STEEL CASING PIPE Page 5 of 6 2) Outside circumference within 1.0 percent or 3/4 inch of the nominal circumference, whichever is less. 3) Outside diameter of the pipe shall be within 1/8 inch of the nominal outside diameter. 4) Roundness such that the difference between the major and minor outside diameters shall not exceed 0.5 percent of the specified nominal outside diameter or 1/4 inch, whichever is less. 5) Maximum allowable straightness deviation of 1/8 inch in any 10-foot length. All steel pipe shall have square ends. a. The ends of pipe sections shall not vary by more than 1/8 inch at any point from a true plane perpendicular to the axis of the pipe and passing through the center of the pipe at the end. b. When pipe ends have to be beveled for welding, the ends shall be beveled on the outside to an angle of 35 degrees with a tolerance of f 2'/z degrees and with a width of root face 1/16 inch f 1/32 inch. 4. Steel Casing Pipe shall be fabricated with longitudinal weld seams. a. All girth weld seams shall be ground flush. C. Finishes 1. Provide inside and outside of Steel Casing Pipe with a coal -tar protective coating in accordance with the requirements of AWWA C203. a. Touch up after field welds shall provide coating equal to those specified above. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXADIINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Install Steel Casing Pipe for By Other than Open Cut in accordance with Section 33 05 20 or Section 33 05 23. Install Steel Casing Pipe for Open Cut in accordance with Section 33 05 10. 1. Steel Casing Pipe connections shall be achieved by full penetration field butt welding or an integral machine press -fit connection (Permalok or equal) prior to installation of the pipe, depending on the type of carrier pipe. 2. Allowable joint types for each crossing are shown on the Drawings. 3. Field butt welding a square end piece of steel pipe to a 35 degree beveled end of steel pipe is acceptable. 4. Integral machined press -fit connections shall be installed in accordance with the manufacturer's installation procedures and recommendations. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 330522-6 STEEL CASING PIPE Page 6 of 6 B. Carrier pipe shall be installed inside Steel Casing Pipe in accordance with Section 33 05 24. C. Contact grouting of the annulus outside the casing pipe shall be performed in accordance with Section 33 05 23 or Section 33 05 20. 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 12/20/2012 D. Johnson 2.2.A — Formatting modified to apply thickness requirements for all casing installation methods CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 SECTION 33 05 26 UTILITY MARKERS/LOCATORS PART1- GENERAL 1.1 SUMMARY 330526-1 UTILITY MARKERS/LOCATORS Page 1 of 4 A. Section Includes: 1. Buried and surface utility markers for utility construction 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 ] — General Requirements IPM W tl 14 WI\►117_Z�u�0401 iIRZiZ i i1_'I V A. Measurement and Payment 1. Measurement a. Measurement for this Item will be by lump sum. 2. Payment a. The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for "Utility Markers". 3. The price bid shall include: a. Furnishing and installing Utility Markers as specified by the Drawings b. Mobilization c. Pavement removal d. Excavation e. Hauling f. Disposal of excess material g. Furnishing, placement and compaction of backfill h. Clean-up 1.3 REFERENCES 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. American Public Works Association (AWPA): a. Uniform Color Code. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 33 05 26 - 2 UTILITY MARKERS/LOCATORS Page 2 of 4 B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Buried Marker 2. Surface Marker 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 loR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. 3. Provide new Utility Markers/Locators from a manufacturer regularly engaged in the manufacturing of Utility Markers/Locators. B. Materials 1. Buried Markers (Detectable Warning Tape) a. Provide detectable warning tape as follows: 1) 5.0 mil overall thickness 2) Width — 3 inch minimum 3) Weight — 27.5 pounds per inch per 1,000 square feet 4) Triple Layer with: a) Minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket (1) 100 percent virgin low density polyethylene (2) Impervious to all known alkalis, acids, chemical reagents and solvents within soil (3) Aluminum foil visible to both sides 5) Locatable by conductive and inductive methods 6) Printing encased to avoid ink rub -off 7) Color and Legends a) Potable water lines CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 33 05 26 - 3 UTILITY MARKERS/LOCATORS Page 3 of 4 (1) Color — Blue (in accordance with APWA Uniform Color Code) (2) Legend — Caution Potable Water Line Below (repeated every 24 inches) b) Reclaimed water lines (1) Color — Purple (in accordance with APWA Uniform Color Code) (2) Legend — Caution Reclaimed Water Line Below (repeated every 24 inches) c) Sewer Line (1) Color — Green (in accordance with APWA Uniform Color Code) (2) Legend — Caution Sewer Line Below (repeated every 24 inches) 2. Surface Markers a. Provide as follows: 1) 4-inch diameter, 6-feet minimum length, polyethylene posts, or equal 2) White posts with colored, ultraviolet resistant domes as follows: a) Water Lines (1) Color — Blue (in accordance with APWA Uniform Color Code) (2) Legend — Caution Potable Water Line Below b) Reclaimed water lines (1) Color — Purple (in accordance with APWA Uniform Color Code) (2) Legend — Caution Reclaimed Water Line Below c) Sewer lines (1) Color — Green (in accordance with APWA Uniform Color Code) (2) Legend — Caution Sewer Line Below 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. Buried Markers (Detectable Warning Tape) Install in accordance with manufacturer's recommendations below natural ground surface and directly above the utility for which it is marking. a. Allow 18 inches minimum between utility and marker. b. Bury to a depth of 3 feet or as close to the grade as is practical for optimum protection and detectability. B. Surface Markers 1. Bury a minimum of 2 feet deep, with a minimum of 4 feet above ground 2. The warning sign for all surface markers shall be 21 inches (not including post cap). 3. Where possible, place surface markers near fixed objects. 4. Place Surface Markers at the following locations: CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 33 05 26 - 4 UTILITY MARKERS/LOCATORS Page 4 of 4 a. Buried Features 1) Place directly above a buried feature. b. Above -Ground Features 1) Place a maximum of 2 feet away from an above -ground feature. c. Water lines 16-inches and larger 1) Each right-of-way line (or end of casing pipe) for: a) Highway crossings b) Railroad crossings 2) Utility crossings such as: a) High pressure or large diameter gas lines b) Fiber optic lines c) Underground electric transmission lines d) Or other locations shown on the Drawings, or directed by the City d. Surface markers not required for 12-inch and smaller water lines e. For sanitary sewer lines: 1) In undeveloped areas, place marker maximum of 2 feet away from an above -ground feature such as a manhole or combination air valve vault. 2) Place at 500-foot intervals along the pipeline. 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 12/20/2012 D. Johnson Removed references to Utility Marker Balls throughout. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 33 05 30 - 1 LOCATION OF EXISTING UTILITIES Page 1 of 4 SECTION 33 05 30 LOCATION OF EXISTING UTILITIES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Locating and verifying the location and elevation of the existing underground utilities that may conflict with a facility proposed for construction by use o£ a. Exploratory Excavation b. Vacuum Excavation 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 33 05 10 —Utility Trench Excavation, Embedment and Backfill 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Exploratory Excavation of Existing Utilities a. Measurement 1) Measurement for this Item shall be per each excavation performed as identified in the Drawings, or as directed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each "Exploratory Excavation for Existing Utilities" specified. c. The price bid shall include: 1) Grade survey 2) Pavement removal 3) Excavation 4) Utility Location 5) Hauling 6) Disposal of excess material 7) Furnishing, placing and compaction of embedment 8) Furnishing, placing and compaction of backfill 9) Clean-up 10) Surface restoration 2. Vacuum Excavation of Existing Utilities a. Measurement 1) Measurement for this Item shall be per each excavation performed as identified in the Drawings, or as directed. b. Payment CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 33 05 30 - 2 LOCATION OF EXISTING UTILrrIES Page 2 of 4 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each "Vacuum Excavation" specified. c. The price bid shall include: 1) Grade survey 2) Pavement removal 3) Vacuum Excavation 4) Utility Location 5) Hauling 6) Disposal of excess material 7) Furnishing, placing and compaction of embedment 8) Furnishing, placing and compaction of backfill 9) Clean-up 10) Surface restoration 1.3 REFERENCES A. Definitions 1. Exploratory Excavation: Previously called "D-Hole" within the City, a method used to locate existing underground utility as shown on the plans through the use of standard excavation equipment. 2. Vacuum Excavation: Method used to locate existing underground utility as shown on the plans through the use of geophysical prospecting equipment such as vacuum excavation. B. 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. American Society of Civil Engineers (ASCE) a. ASCE Publication Cl/ASCE 38 (Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data) 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Coordinate with City Inspector at least 48 hours prior to commencing on site for Exploratory Excavation of Existing Utilities. 2. Coordinate location of all other existing utilities within vicinity of excavation prior to commencing Exploratory Excavation. 3. Coordinate staking of Exploratory Excavations with City at least 1 week prior to commencement. B. Sequencing 1. Exploratory Excavations shall be conducted prior to the construction of the entire project. C. Scheduling 1. For critical utility locations, the City may choose to be present during excavation. 2. Alter schedule for Exploratory Excavation of Existing Utilities to accommodate City personnel. CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 33 05 30 - 3 LOCATION OF EXISTING UTILITIES Page 3 of 4 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS A. Report of Utility Location l . Horizontal location of utility as surveyed 2. Vertical elevation of utility as surveyed a. Top of utility b. Spring line of utility c. Existing ground 3. Material type, diameter and description of the condition of existing utility 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 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION A. Verification of Conditions 1. Verify location of existing utilities in accordance with the General Requirements, the General Notes and the Drawings. 3.3 PREPARATION A. Coordinate with City Survey, if applicable. 3.4 INSTALLATION A. Exploratory Excavation 1. Verify location of existing utility at location denoted on the Drawings, or as directed by the City. a. Expose utility to spring line, as necessary. b. Excavate and Backfill Trench for the Exploratory Excavation in accordance with Section 33 05 10. B. Vacuum Excavation 1. Verify location of existing utility at location denoted on the Drawings, or as directed by the City. CITY OF FORT WORTH McCart Avenue (Phase I & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 33 05 30 - 4 LOCATION OF EXISTING UTILITIES Page 4 of 4 2. Designate the horizontal position of the existing underground utilities that are to be located using geophysical prospecting equipment. a. Acquire record documentation from and coordinate with utility companies, as necessary to locate utility. 3. Perform excavation in general accordance with the recommended practices and procedures described in ASCE Publication Cl/ASCE 38. C. Upon completion of the utility locating, submit a report of the findings. D. If location of utility is in conflict with the Drawings, notify the City Project Manager for appropriate design modifications. E. Place embedment and backfill in accordance with Section 33 05 10. F. Once necessary data is obtained, immediately restore surface to existing conditions to: 1. Obtain a safe and proper driving surface, if applicable 2. Ensure the safety of the general public 3. The satisfaction 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 Title- Exploratory Excavation of Utilities changed to Location of Existing Utilities 12/20/2012 D. Johnson 1.2 — Added Measurement of Payment for Vacuum Excavation 1.3 — Added Definitions 3.4 — Added requirements for Vacuum Excavation CITY OF FORT WORTH McCart Avenue (Phase I & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised December 20, 2012 999900-1 SPECIAL TECHNICAL SPECIFICATIONS Page 1 of 11 1 SECTION 00 45 39 2 SPECIAL TECHNICAL SPECIFICATIONS 4 9999.0200 WINGWALL (FW-S) (HW=7 FT) 5 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 6 Bridges 2024 Edition, Item No. 466, "Headwalls and Wingwalls" for specifications governing 7 this item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf 8 9 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 10 include full compensation for all labor, tools and incidentals necessary to complete the work. 11 12 9999.0201 WINGWALL (FW)(15D) (HW=7.5 FT) (4:1) 13 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 14 Bridges 2024 Edition, Item No. 466, "Headwalls and Wingwalls" for specifications governing 15 this item. https://www.txdot.,2ov/content/dam/docs/specifications/2024/spec-book-0924.12df 16 17 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 18 include full compensation for all labor, tools and incidentals necessary to complete the work. 19 20 9999.0202 WINGWALL (PW) (10D) (HW=6.85 FT) (4:1) 21 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 22 Bridges 2024 Edition, Item No. 466, "Headwalls and Wingwalls" for specifications governing 23 this item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf 24 25 9999.0203 WINGWALL (PW) (HW=7 FT) 26 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 27 Bridges 2024 Edition, Item No. 466, "Headwalls and Wingwalls" for specifications governing 28 this item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.12df 29 30 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 31 include full compensation for all labor, tools and incidentals necessary to complete the work. 32 33 9999.0204 WINGWALL (PW) (HW=9 FT) 34 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 35 Bridges 2024 Edition, Item No. 466, "Headwalls and Wingwalls" for specifications governing 36 this item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf 37 38 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 39 include full compensation for all labor, tools and incidentals necessary to complete the work. 40 41 SPECIAL TECHNICAL SPECIFICATIONS McCart Avenue (Phases 1& 2) July 13, 2021 City Project No. 02505 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 999900-2 SPECIAL TECHNICAL SPECIFICATIONS Page 2 of 11 9999.0206 RAIL (TY PRII) See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges 2024 Edition, Item No. 450, "Railing" for specifications governing this item. https://www.txdot. gov/content/dam/docs/spec ifications/2024/spec-book-0924.pdf PAYMENT: Payment shall be made per linear foot at the unit price shown on the proposal and will include full compensation for all labor, tools and incidentals necessary to complete the work. PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will include full compensation for all labor, tools and incidentals necessary to complete the work. 9999.0300 ADJUST EXISTING IRRIGATION SYSTEM For existing irrigation systems along West Cleburne, Contractor shall excavate and re -install all pipes and other irrigation features as needed to provide proper cover and function for the proposed site grading and construction. Contractor shall coordinate with the existing owner of the irrigation system during construction. Any damaged pipes or irrigation features shall be replaced with a new equivalent, acceptable to the owner of the irrigation system. PAYMENT: Measurement and payment shall be per lump sum and shall include all work and materials needed to provide a functional irrigation system at the proposed finished elevations, acceptable to the owner. 9999.00400 MOBILIZATION See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges 2024 Edition, Item No. 500, "Mobilization' for specifications governing this item. httl2s://www.txdot. gov/content/dam/docs/spec ifications/2024/spec-book-0924. pdf PAYMENT: Payment shall be made per lump sum at the unit price shown on the proposal and will include full compensation for all labor, tools and incidentals necessary to complete the work. 9999.0401 CONCRETE HEADER Concrete header shall be constructed in accordance with details shown in the pavement construction details. Concrete paving shall be constructed in accordance with City of Fort Worth Specification 32 13 13 "Concrete Paving". PAYMENT: Payment shall be made per linear foot installed at the unit price shown on the proposal and will include full compensation for all labor, tools and incidentals necessary to complete the work. SPECIAL TECHNICAL SPECIFICATIONS McCart Avenue (Phases 1& 2) July 13, 2021 City Project No. 02505 999900-3 SPECIAL TECHNICAL SPECIFICATIONS Page 3 of 11 1 9999.0402 — METAL W-BEAM GUARD FENCE (TIMBER POST) 2 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 3 Bridges 2024 Edition, Item No. 540, `Metal Beam Guard Fence" for specifications governing this 4 item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-O924.pdf 5 6 PAYMENT: Payment shall be made per linear foot at the unit price shown on the proposal and 7 will include full compensation for all labor, tools and incidentals necessary to complete the work. 8 9 9999.0403 — METAL BEAM GUARD FENCE DOWNSTREAM TERMINAL (DAT) 10 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 11 Bridges 2024 Edition, Item No. 544, `Guardrail End Treatments" for specifications governing this 12 item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf 13 14 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 15 include full compensation for all labor, tools and incidentals necessary to complete the work. 16 9999.0404 — SINGLE GUARDRAIL TERMINAL (SGT) 17 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 18 Bridges 2024 Edition, Item No. 544, `Guardrail End Treatments" for specifications governing this 19 item. https://www.txdot.,gov/content/dam/docs/specifications/2024/spec-book-0924.12df 20 21 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 22 include full compensation for all labor, tools and incidentals necessary to complete the work. 23 24 9999.0405 — RIPRAP (MBGF MOW STRIP) (4 IN)) 25 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 26 Bridges 2024 Edition, Item No. 432, "Riprap" for specifications governing this item. 27 https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-O924.pdf 28 29 PAYMENT: Payment shall be made per cubic yard at the unit price shown on the proposal and 30 will include full compensation for all labor, tools and incidentals necessary to complete the work. 31 32 9999.0406 -10" INTEGRAL COLORED/TEXTURED CONCRETE TRUCK APRON 33 10" integral colored/textured concrete truck apron shall be constructed at the locations specified 34 in the roadway plans and in accordance with details shown in the pavement construction details. 35 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 36 Bridges 2024 Edition, Item No. 527, `Colored Textured Concrete' for specifications governing 37 this item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf 38 39 PAYMENT: Payment shall be made per square yard installed at the unit price shown on the 40 proposal and will include full compensation for all labor, tools and incidentals necessary to 41 complete the work. 42 43 9999.0407 -10" INTEGRAL COLORED CONCRETE 44 10" integral colored concrete shall be constructed at the locations specified in the roadway plans 45 and in accordance with details shown in the pavement construction details. See TxDOT Standard 46 Specifications for Construction and Maintenance of Highways, Streets, and Bridges 2024 Edition, 47 Item No. 527, `Colored Textured Concrete' for specifications governing this item. 48 https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-O924.pdf 49 SPECIAL TECHNICAL SPECIFICATIONS McCart Avenue (Phases 1 & 2) July 13, 2021 City Project No. 02505 999900-4 SPECIAL TECHNICAL SPECIFICATIONS Page 4 of I 1 1 PAYMENT: Payment shall be made per square yard installed at the unit price shown on the 2 proposal and will include full compensation for all labor, tools and incidentals necessary to 3 complete the work. 4 5 9999.0408 - 4" INTEGRAL COLORED/TEXTURED CONCRETE MEDIAN (SPLITTER 6 ISLAND) 7 8 4" colored/textured concrete median (splitter island) shall be constructed at the locations specified 9 in the roadway plans and in accordance with details shown in the pavement construction details. 10 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 11 Bridges 2024 Edition, Item No. 527, `Colored Textured Concrete' for specifications governing 12 this item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf 13 14 15 PAYMENT: Payment shall be made per square yard installed at the unit price shown on the 16 proposal and will include full compensation for all labor, tools and incidentals necessary to 17 complete the work. 18 19 9999.0409 — HARDSCAPE PLAN — PHASE 1 20 Construct Hardscape Plan as shown in the construction drawings for Phase 1. Work shall include 21 all labor and materials needed for the construction of underdrain pipes, River Rock, Decomposed 22 Granite, Boulders, Stamped Concrete, Concrete Mow -Strip and all items shown in the 23 construction plans for the Hardscape construction for which no separate bid item is included. The 24 pay limits for the Hardscape plan shall terminate at the Truck Apron. No separate payment shall 25 be made for any items within the pay limits of the Hardscape plan. Measurement and payment 26 shall be per Lump Sum. 27 28 9999.0410 — HARDSCAPE PLAN — PHASE 2 29 Construct Hardscape Plan as shown in the construction drawings for Phase 2. Work shall include 30 all labor and materials needed for the construction of underdrain pipes, River Rock, Decomposed 31 Granite, Boulders, Stamped Concrete, Concrete Mow -Strip and all items shown in the 32 construction plans for the Hardscape construction for which no separate bid item is included. The 33 pay limits for the Hardscape plan shall terminate at the Truck Apron. No separate payment shall 34 be made for any items within the pay limits of the Hardscape plan. Measurement and payment 35 shall be per Lump Sum. 36 37 9999.0411 6" GRAVEL DRIVEWAY 38 6" Gravel driveway shall be constructed at the locations specified in the roadway plans and in 39 accordance with details shown in the plans. Contractor shall submit gravel material specification 40 for review and approval by the Project Engineer prior to installation. 41 42 PAYMENT: Payment shall be made per square foot installed at the unit price shown on the 43 proposal and will include full compensation for all labor, tools and incidentals necessary to 44 complete the work. 45 46 9999.0412 - MONOLITHIC SLOPED NOSE 47 Monolithic sloped nose shall be constructed at the locations specified in the roadway plans and in 48 accordance with details shown in the pavement construction details. Monolithic sloped nose shall 49 be constructed in accordance with City of Fort Worth Specification 32 13 13 "Concrete Paving". 50 SPECIAL TECHNICAL SPECIFICATIONS McCart Avenue (Phases 1& 2) July 13, 2021 City Project No. 02505 999900-5 SPECIAL TECHNICAL SPECIFICATIONS Page 5 of 11 PAYMENT: Payment shall be made per each installed at the unit price shown on the proposal and will include full compensation for all labor, tools and incidentals necessary to complete the work. 5 9999.0413 — TYPE HI BARRICADE 6 Install Type III barricade at the locations indicated in the plan sheets. Barricade shall comply 7 with the requirements of the current Barricades and Construction Standards (BC Sheets) for the 8 Texas Department of Transportation. 9 10 PAYMENT: Payment shall be made per linear foot of completed barricade installed as indicated 11 in the plans. 12 13 9999.0414 — CONSTRUCTION CONTINGENCY ALLOWANCE TO COVER COST OF 14 IMPROVEMENTS NOT ITEMIZED. ALL WORK PERFORMED UNDER THIS ITEM 15 SHALL BE APPROVED BY OWNER IN WRITING. 16 This item establishes a contract allowance to cover the cost of items not identified in the plans or 17 specifications and for which no bid item is included. No payment will be made for this item for 18 any work identified in the plans or specifications. Written approval by the City of Fort Worth 19 must be obtained prior to commencing any work under this item. 20 21 The payment to the Contractor for miscellaneous construction shall be the actual cost of the work 22 plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in 23 handling the construction. 24 25 9999.0415 8" DOT PVMT MARKING HAS (W) 9' GAP 26 Provide 8-inch-wide striping with line spacing as specified in the plan set. Work shall be 27 performed in accordance with city standard specification 32 17 23 Pavement Markings. 28 29 9999.0416 8" CONTRAST PVMT MARKING HAS (W) 3' GAP 30 Provide white contrast markings over black contrast markings. Work shall be performed in 31 accordance with city standard specification 32 17 23 Pavement Markings. 32 33 9999.041712" CONTRAST PVMT MARKING HAS (B) 3' GAP 34 Provide black contrast markings underneath white contrast markings. Work shall be performed in 35 accordance with city standard specification 32 17 23 Pavement Markings. 36 37 9999.041818" CONTRAST PVMT MARKING HAS (W) 38 Provide white contrast markings over black contrast markings. Work shall be performed in 39 accordance with city standard specification 32 17 23 Pavement Markings. 40 41 9999.0419 22" CONTRAST PVMT MARKING HAS (B) 42 Provide black contrast markings underneath white contrast markings. Work shall be performed in 43 accordance with city standard specification 32 17 23 Pavement Markings. 44 45 9999.0420 24" CONTRAST PVMT MARKING HAS (W) 46 Provide white contrast markings over black contrast markings. Work shall be performed in 47 accordance with city standard specification 32 17 23 Pavement Markings. 48 49 9999.042128" CONTRAST PVMT MARKING HAS (B) 50 Provide black contrast markings underneath white contrast markings. Work shall be performed in 51 accordance with city standard specification 32 17 23 Pavement Markings. SPECIAL TECHNICAL SPECIFICATIONS McCart Avenue (Phases 1& 2) July 13, 2021 City Project No. 02505 999900-6 SPECIAL TECHNICAL SPECIFICATIONS Page 6 of I 1 1 9999.0422 LANE LEGEND ARROW CONTRAST HAS (W) 2 Provide white contrast markings over black contrast markings. Work shall be performed in 3 accordance with city standard specification 32 17 23 Pavement Markings. 4 5 9999.0423 LANE LEGEND ARROW CONTRAST HAS (B) 6 Provide black contrast markings underneath white contrast markings. Work shall be performed in 7 accordance with city standard specification 32 17 23 Pavement Markings. 8 9 9999.0424 LANE LEGEND DBL ARROW CONTRAST HAS (W) 10 Provide white contrast markings over black contrast markings. Work shall be performed in 11 accordance with city standard specification 32 17 23 Pavement Markings. 12 13 9999.0425 LANE LEGEND DBL ARROW CONTRAST HAS (B) 14 Provide black contrast markings underneath white contrast markings. Work shall be performed in 15 accordance with city standard specification 32 17 23 Pavement Markings. 16 17 9999.0426 PAVEMENT MARKING WORD HAS (W) 18 Provide Word pavement markings as specified in the plan set. Work shall be performed in 19 accordance with city standard specification 32 17 23 Pavement Markings. 20 21 9999.0500 SW-0 FOR 7'X4' BOX 22 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 23 Bridges 2024 Edition, Item No. 466, "Headwalls and Wingwalls" for specifications governing 24 this item. https://www.txdot.,2ov/content/dam/docs/specifications/2024/spec-book-0924.12df 25 26 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 27 include full compensation for all labor, tools and incidentals necessary to complete the work. 28 29 9999.0501 SW-0 HEADWALL FOR 4'X3' RCB 30 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 31 Bridges 2024 Edition, Item No. 466, "Headwalls and Wingwalls" for specifications governing 32 this item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf 33 34 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 35 include full compensation for all labor, tools and incidentals necessary to complete the work. 36 37 9999.0502 10' RECESSED INLET (4.75'-6' DEPTH) 38 Recessed inlets with non-standard, increased depths shall be constructed at the locations specified 39 in the plans. Recessed inlets with non-standard, increased depths shall be constructed in 40 accordance with City of Fort Worth Specification 33 49 20 "Curb and Drop Inlets". 41 42 PAYMENT: Payment shall be made per each installed at the unit price shown on the proposal 43 and will include full compensation for all labor, tools and incidentals necessary to complete the 44 work. 45 SPECIAL TECHNICAL SPECIFICATIONS McCart Avenue (Phases 1& 2) July 13, 2021 City Project No. 02505 999900-7 SPECIAL TECHNICAL SPECIFICATIONS Page 7 of 11 1 9999.0503 15' RECESSED INLET (4.75'-6' DEPTH) 2 Recessed inlets with non-standard, increased depths shall be constructed at the locations specified 3 in the plans. Recessed inlets with non-standard, increased depths shall be constructed in 4 accordance with City of Fort Worth Specification 33 49 20 "Curb and Drop Inlets". 5 6 PAYMENT: Payment shall be made per each installed at the unit price shown on the proposal 7 and will include full compensation for all labor, tools and incidentals necessary to complete the 8 work. 10 9999.0504 OPEN BACK 15' RECESSED INLET 11 Open back recessed inlets shall be constructed at the locations specified in the plans and in 12 accordance with details shown in the drainage plans. Open back recessed inlets shall be 13 constructed in accordance with City of Fort Worth Specification 33 49 20 "Curb and Drop 14 Inlets". 15 16 PAYMENT: Payment shall be made per each installed at the unit price shown on the proposal 17 and will include full compensation for all labor, tools and incidentals necessary to complete the 18 work. 19 0 9999.0505 2' X 2' DROP INLET 1 Construct 2'x2' Drop Inlets at the locations specified in the plans and in accordance with details 2 shown in the drainage plans. Drop Inlets shall be constructed in accordance with City of Fort 3 Worth Specification 33 49 20 "Curb and Drop Inlets". Work shall include construction of I adjacent concrete riprap apron. 6 PAYMENT: Payment shall be made per each installed at the unit price shown on the proposal 7 and will include full compensation for all labor, tools and incidentals necessary to complete the 8 work as shown in the plans. 0 9999.0506 CH-PW-0 (18" DIA. 4:1) 1 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 2 Bridges 2024 Edition, Item No. 466, "Headwalls and Wingwalls" for specifications governing 3 this item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf 5 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 6 include full compensation for all labor, tools and incidentals necessary to complete the work. 7 8 9999.0507 CH-PW-0 (18" DIA. 5:1) 9 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 0 Bridges 2024 Edition, Item No. 466, "Headwalls and Wingwalls" for specifications governing 1 this item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will include full compensation for all labor, tools and incidentals necessary to complete the work. 9999.0508 6'X10' JUNCTION BOX Construction of 6'x10' junction boxes shall be as detailed in the plans. Specifications and payment shall be in accordance with the city standard specification 334910. SPECIAL TECHNICAL SPECIFICATIONS McCart Avenue (Phases 1& 2) July 13, 2021 City Project No. 02505 999900-8 SPECIAL TECHNICAL SPECIFICATIONS Page 8 of 11 2 9999.0509 SIDEWALK FLUME CROSSING n, INLET F-4 3 Sidewalk flume crossing at inlet F-4 shall be constructed at the location specified in the plans and 4 in accordance with details shown in the drainage plans. Work included with this item includes 5 construction of concrete flume from upstream of the sidewalk, through the sidewalk, and to the 6 proposed open -back inlet, including steel plate crossing. The thickened edge sidewalk and 7 handrail are not included in this item. See TxDOT Standard Specifications for Construction and 8 Maintenance of Highways, Streets, and Bridges 2024 Edition, Item No. 531, "Sidewalks" for 9 specifications governing this item. 10 https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-O924.pdf 11 12 PAYMENT: Payment shall be made per lump sum installed at the unit price shown on the 13 proposal and will include full compensation for all labor, tools and incidentals necessary to 14 complete the work as shown in the plans. 15 16 9999.0510 PRD-13 TY A RAIL 17 PRD-13 TY A Rail shall be constructed at the location specified in the plans and in accordance 18 with details shown in the drainage plans for Type A handrail. Construction of thickened edge 19 sidewalk at the limits shown in the plans, and per the standard detail sheets shall be considered 20 subsidiary to this item. See TxDOT Standard Specifications for Construction and Maintenance of 21 Highways, Streets, and Bridges 2024 Edition, Item No. 450, "Railing" for specifications 22 governing this item. 23 https://www.txdot.aov/content/dam/docs/specifications/2024/spec-book-0924.12df 24 25 PAYMENT: Payment shall be made per linear foot installed at the unit price shown on the 26 proposal and will include full compensation for all labor, tools and incidentals necessary to 27 complete the work. 28 29 9999.0511 SD LINE I WATER LINE LOWERING 30 Adjust existing 8" PVC water line as shown in the construction plans, to provide at least the 31 minimum clearance between the stormdrain line and the water line. Work shall include cutting, 32 connecting, installing all new pipe and fittings, backfilling, cleaning, testing, disposal and any 33 other work or materials needed to provide the lowered water line in -place. Measurement and 34 payment shall be per lump sum. SD Line Lowering shall be constructed in accordance with City 35 of Fort Worth Specification 33 05 12 "Water Line Lowering Detail". 36 37 9999.0700 RETAINING WALL (MSE) 38 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 39 Bridges 2024 Edition, Item No. 423, "Retaining Walls" for specifications governing this item. 40 http://ftp.dot.state.tx.us/pub/txdot-info/des/specs/specbook.pdf. 41 42 PAYMENT: Payment shall be made per square foot at the unit price shown on the proposal and 43 will include full compensation for all labor, tools and incidentals necessary to complete the work. 44 45 9999.0701 RIP -RAP (RW MOW STRIP) (5 M 46 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 47 Bridges 2024 Edition, Item No. 432, "Riprap" for specifications governing this item. 48 https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-O924.pdf 49 50 PAYMENT: Payment shall be made per cubic yard at the unit price shown on the proposal and 51 will include full compensation for all labor, tools and incidentals necessary to complete the work. SPECIAL TECHNICAL SPECIFICATIONS McCart Avenue (Phases 1& 2) July 13, 2021 City Project No. 02505 999900-9 SPECIAL TECHNICAL SPECIFICATIONS Page 9 of 11 1 9999.0702 RAIL (TY PRI) (ON RETAINING WALLS) 2 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 3 Bridges 2024 Edition, Item No. 450, "Railing" for specifications governing this item. 4 https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf 5 6 PAYMENT: Payment shall be made per linear foot at the unit price shown on the proposal and 7 will include full compensation for all labor, tools and incidentals necessary to complete the work. 9 9999.0703 RAIL (TYPE C221) (ON RETAINING WALLS) 0 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 1 Bridges 2024 Edition, Item No. 450, "Railing" for specifications governing this item. 2 https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.t)df 3 4 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 5 include full compensation for all labor, tools and incidentals necessary to complete the work. 6 7 9999.0703 WALL CROSSING 4A 8 Construct stormdrain wall crossing in accordance with the detail provided in the construction 9 plans. 1 PAYMENT: Payment shall be made per lump sum at the unit price shown on the proposal and 2 will include full compensation for all labor, tools and incidentals necessary to complete the work. !4 9999.0800 CEMENT STAB. ABUTMENT BACKFILL (CSAB FTW) 15 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and !6 Bridges 2024 Edition, Item No. 400, "Excavation and Backfill for Structures" for specifications !7 governing this item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book- !8 0924.12df ;0 PAYMENT: Payment shall be made per cubic yard at the unit price shown on the proposal and 1 will include full compensation for all labor, tools and incidentals necessary to complete the work. 12 13 9999.0801 DRILLED SHAFT (18 INCH) 14 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 15 Bridges 2024 Edition, Item No. 416, "Drilled Shaft Foundations" for specifications governing 16 this item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf 17 18 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will ;9 include full compensation for all labor, tools and incidentals necessary to complete the work. 9999.0802 DRILLED SHAFT (36 INCH) See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges 2024 Edition, Item No. 416, "Drilled Shaft Foundations" for specifications governing this item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will include full compensation for all labor, tools and incidentals necessary to complete the work. SPECIAL TECHNICAL SPECIFICATIONS McCart Avenue (Phases 1& 2) July 13, 2021 City Project No. 02505 99 99 00 - 10 SPECIAL TECHNICAL SPECIFICATIONS Page 10 of 11 1 9999.0803 CLASS C CONCRETE (ABUTMENT) (HPC) 2 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 3 Bridges 2024 Edition, Item No. 420, "Concrete Substructures" for specifications governing this 4 item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf 5 6 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 7 include full compensation for all labor, tools and incidentals necessary to complete the work. 8 9 9999.0804 CLASS C CONCRETE (CAP) (UPC) 0 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 1 Bridges 2024 Edition, Item No. 420, "Concrete Substructures" for specifications governing this 2 item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf 3 4 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 5 include full compensation for all labor, tools and incidentals necessary to complete the work. 6 7 9999.0805 CLASS C CONCRETE (COLUMN) (HPC) 8 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 9 Bridges 2024 Edition, Item No. 420, "Concrete Substructures" for specifications governing this 0 item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf 1 2 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 3 include full compensation for all labor, tools and incidentals necessary to complete the work. 5 9999.0806 REINFORCED CONCRETE SLAB (UPC) 6 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 7 Bridges 2024 Edition, Item No. 422, "Concrete Superstructures" for specifications governing this 8 item. https://www.txdot.gov/content/dwn/docs/specifications/2024/spec-book-0924.pdf 0 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 1 include full compensation for all labor, tools and incidentals necessary to complete the work. 2 3 9999.0807 BRIDGE MEDIAN (UPC) 4 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 5 Bridges 2024 Edition, Item No. 422, "Concrete Superstructures" for specifications governing this 6 item. https://www.txdot.gov/content/dam/does/specifications/2024/spec-book-0924.pdf 7 8 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 9 include full compensation for all labor, tools and incidentals necessary to complete the work. 9999.0808 BRIDGE SIDEWALK (HPC) See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges 2024 Edition, Item No. 422, "Concrete Superstructures" for specifications governing this item. https://www.txdot.gov/content/dam/does/specifications/2024/spec-book-0924.pdf PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will include full compensation for all labor, tools and incidentals necessary to complete the work. SPECIAL TECHNICAL SPECIFICATIONS McCart Avenue (Phases 1& 2) July 13, 2021 City Project No. 02505 99 99 00 - 11 SPECIAL TECHNICAL SPECIFICATIONS Page 11 of 11 1 9999.0809 APPROACH SLAB (UPC) 2 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 3 Bridges 2024 Edition, Item No. 422, "Concrete Superstructures" for specifications governing this 4 item. https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-O924.pdf 5 6 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 7 include full compensation for all labor, tools and incidentals necessary to complete the work. 8 9 9999.0810 PRESTRESSED CONCRETE GIRDER (TX54) 10 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 11 Bridges 2024 Edition, Item No. 425, "Prestressed Concrete Structural Members" for 12 specifications governing this item. 13 https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf 14 15 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 16 include full compensation for all labor, tools and incidentals necessary to complete the work. 17 18 9999.0811 RIPRAP (CONCRETE) (5 INCH) 19 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 20 Bridges 2024 Edition, Item No. 432, "Riprap" for specifications governing this item. 21 https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf 22 23 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 24 include full compensation for all labor, tools and incidentals necessary to complete the work. 25 26 9999.0812 RAIL (TYPE C221) (ON BRIDGES) 27 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 28 Bridges 2024 Edition, Item No. 450, "Railing" for specifications governing this item. 29 https://www.txdot.gov/content/dam/docs/specifications/2024/spec-book-0924.pdf 30 31 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 32 include full compensation for all labor, tools and incidentals necessary to complete the work. 33 34 9999.0813 SEALED EXPANSION JOINT (4 INCH) (SEJ-A) 35 See TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and 36 Bridges 2024 Edition, Item No. 454, "Bridge Expansion Joints" for specifications governing this 37 item. https://www.txdot.gov/content/dam/does/specifications/2024/spec-book-0924.pdf 38 39 PAYMENT: Payment shall be made per each at the unit price shown on the proposal and will 40 include full compensation for all labor, tools and incidentals necessary to complete the work. 41 42 43 44 45 46 47 48 END OF SECTION SPECIAL TECHNICAL SPECIFICATIONS McCart Avenue (Phases 1& 2) July 13, 2021 City Project No. 02505 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.13 Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination [None] GR-01 60 00 Product Requirements CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH McCart Avenue (Phase l & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 Prepared for: BRIDGEFARMER & ASSOCIATES, INC. Dallas, Texas GEOTECHNICAL REPORT MCCART AVENUE PHASE 2 FROM TWINLEAF DRIVE TO N. CROWLEY-CLEBURNE ROAD MCPHERSON BOULEVARD FROM W. CLEBURNE ROAD TO TUTURE MCCART AVENUE FORT WORTH, TEXAS Prepared by: GEOTEL ENGINEERING, INC. 2906 Ladybird Lane Dallas, Texas 75220 972-850-2900 GEI REPORT NO. E18-175 September 28, 2018 GEOTEL GEOTEL ENGINEERING, INC. SCUTEGflNIGAL, ENVIRUNMCNTAL ANU WNS1RW,I1UN MATERIAL DERVI6E5 September 28, 2018 Ms. Lisa Deitemeyer, P.E. Bridgefarmer & Associates, Inc. 12801 North Central Expressway, Suite 400 Dallas, Texas 75243 Re: Geotcchnical Report McCart Avenue Phase 2 (from Twinleaf Drive to N. Crowley -Cleburne Road) McPherson Boulevard (from W. Cleburne Road to Future McCart Avenue) Fort Worth, Texas GEI Report No. F18-175 Dear Ms. Deitemeyer: 29Ub Ladybird Lane Dallas, Texas 75220 972-850-2900 Fax: 972-850-2901 GeotcltISA.COm Submitted herewith is our geotechnical report for the project referenced above. This report describes the results of the field and lahoratory investigations together with recommendations rut line utbiyrl drid construction of the proposed bridge, MSE walls, retaining wall and street paving. It has been our pleasure to work with you on this project phase. Please call us should you have any questions or if we can be of further assistance. Sincerely, GEOTEL ENGINEERING, INC. Wei (Maxwell) Zhang, P.E. President ■l A member of GEOTEL Ciingian.rea TABLE OF CONTENTS PAGE 1.0 PROJECT DESCRIPTION---------------------------------------------------------------------1 2.0 PURPOSE AND SCOPE-----------------------------------------------------------------------1 3.0 FIELD INVESTIGATION ------------------------------------------------------------------------ 1 4.0 LABORATORY INVESTIGATION ------------------------------------------------------------ 2 5.0 SITE GEOLOGY --------------------------------------------------------------------------------- 2 6.0 SUBSURFACE CONDITIONS---------------------------------------------------------------- 3 7.0 GROUNDWATER-------------------------------------------------------------------------------- 5 8.0 SEISMIC SITE CLASSIFICATION ----------------------------------------------------------- 5 9.0 BRIDGE DRILLED SHAFT FOUNDATIONS --------------------------------------------- 5 9.1 DRILLED SHAFT BEARING CAPACITY ----------------------------------------- 5 9.2 GROUP EFFECTS--------------------------------------------------------------------- 6 9.3 LATERAL CAPACITY-----------------------------------------------------------------6 9.4 DRILLED SHAFT CONSTRUCTION CONSIDERATIONS ------------------- 7 10.0 MSE WALLS-------------------------------------------------------------------------------------- 8 10.1 MSE WALL EXTERNAL STABILITY ----------------------------------------------- 8 10.2 EMBANKMENT FILL- ITEM 132, TYPE A -------------------------------------- 10 10.3 MSE WALL MATERIAL - ITEM 423, TYPE B--------------------------------- 10 10.4 GLOBAL STABILITY ANALYSES ------------------------------------------------ 11 10.5 MSE WALL CONSTRUCTION REQUIREMENTS --------------------------- 11 11.0 RETAINING WALLS --------------------------------------------------------------------------- 12 11.1 DESIGN PARAMETERS -RETAINING WALLS ------------------------------ 12 11.2 BAC KF I LLS - RETAINING WALLS ---------------------------------------------- 12 11.3 LATERAL EARTH PRESSURES ------------------------------------------------- 13 12.0 PAVEMENT RECOMMENDATIONS------------------------------------------------------ 15 12.1 SUBSURFACE CONDITIONS ---------------------------------------------------- 15 12.2 PAVEMENT S U BG RAD E PREPARATIONS ---------------------------------- 15 12.3 SOIL RESILIENT MODULUS ------------------------------------------------------ 17 12.4 DRAINAGE AND GRADING ------------------------------------------------------- 17 12.5 PAVEMENT THICKNESS---------------------------------------------------------- 17 13.0 DEER CREEK CHANNEL-------------------------------------------------------------------- 18 14.0 LIMITATIONS OF INVESTIGATION------------------------------------------------------ 19 TABLES Page TABLE 1. BORINGS DRILLED FOR VARIOUS STRUCTURES----------------------------------- 3 TABLE 2. SUMMARY OF SUBSURFACE CONDITIONS ------------------------------------------- 4 TABLE 3. SUMMARY OF FIELD AND LABORATORY TESTS------------------------------------4 TABLE 4 - RECOMMENDED DRILLED SHAFT DESIGN PARAMETERS ----------------------- 6 TABLE 5. L-PILE DESIGN PARAMETERS - CLAY SOILS ------------------------------------------ 7 TABLE 6. L-PILE DESIGN PARAMETERS - BEDROCKS------------------------------------------7 TABLE 7- MCCART AND M C P H E RSO N MS E WALLS ---------------------------------------------- 9 TABLE 8. ALLOWABLE BEARING CAPACITY AND SLIDING FRICTIONS ----------------- 12 TABLE 9 - LATERAL EARTH PRESSURE- LEVEL AND DRAINED BACKFILL-------------- 14 TABLE 10 - LATERAL EARTH PRESSURE- 4H:1V SLOPING AND DRAINED BACKFILL14 TABLE 11 - LATERAL EARTH PRESSURE- 3H:1V SLOPING AND DRAINED BACKFILL15 TABLE 11 — RECOMMENDED PAVEMENT SECTIONS ------------------------------------------- 18 FIGURES BORING LOCATION DIAGRAM...........................................................................................1 LOGSOF BORINGS.......................................................................................................2 -17 KEY TO LOG TERMS & SYMBOLS....................................................................................18 DIRECT SHEAR TEST RESULTS......................................................................................19 GLOBAL SLOPE STABILITY ANALAYSIS.........................................................................20 MSE WALL DETAILS..........................................................................................................21 APPENDIX FROM PREVIOUS INVESTIGATIONS GEI REPORT E17-112 BORING LOCATION DIAGRAM...........................................................................................1 LOGS OF BORINGS AND LEGEND...............................................................................2 -33 LABORATORY TEST RESULTS...................................................................................34-41 WINPAS DESIGN PRINTOUT............................................................................................42 GEOTECHNICAL REPORT MCCAT AVENUE PHASE 2 AND MCPHERSON BOULEVARD FORT WORTH, TEXAS 1.0 PROJECT DESCRIPTION The proposed constructions consists of McCart Avenue Phase 2 of 4,400 linear feet from Twinleaf Drive to N. Crowley -Cleburne Road, from Station 36+00 to Station 90+00, and McPherson Boulevard of 3,500 linear feet from W. Cleburne Road to Future McCart Avenue, from Station 20+00 to 55+00 in Fort Worth, Texas. Street pavements with two long span bridges and MSE walls are planned along the alignments. . 2.0 PURPOSE AND SCOPE The purpose of this report is to provide geotechnical recommendations to guide design and construction of the proposed bridges, MSE walls and roadway construction. The scope of our services included: 1. Sampling of soil and rock formations, and measurement of groundwater levels. 2. Performing field and laboratory tests to characterize volume change potential and strength of the overburden soils, and the strength of the underlying rock strata. 3. Developing geotechnical recommendations for design of bridge foundations including suitable foundation types, depths, and allowable end bearing and skin friction for deep foundations. 4. Developing geotechnical recommendations for allowable bearing values, sliding resistance, and lateral earth pressures for design of retaining structures including suitable backfill soils, and wall drainage requirements. 5. Developing geotechnical recommendations for pavement subgrade preparations. 6. Pavement designs based on traffic information provided by the city 3.0 FIELD INVESTIGATION A total of 47 borings were drilled at the site. Sixteen borings (B-32 through B-47) were drilled between June 22, 2018 and July 5, 2018 at the approximate location shown on Boring Location Diagram, Figure 1. The remaining borings were drilled in the previous investigations, GEI Report No. E17-112. E18-175 Page 1 GEOTEL Truck mounted drilling rigs were used to advance the boring and to obtain samples for laboratory evaluation. Sample depths, soil and rock descriptions and classifications based on the Unified Soil Classification System are presented on the boring logs (Figures 2 through 17). Elevations indicated on the boring logs were surveyed and provided by the Bridgefarmer & Associates, Inc.'s surveyor. The boring logs with a boring plan and laboratory test results from the previous investigation are presented in Appendix. Cohesive soils were sampled using 3-inch diameter seamless sampling tubes. The borings were typically sampled continuously to a depth of 5 feet and at 5-foot intervals thereafter until bedrock was encountered. Bedrock was tested in -place at some locations using a Texas Department of Transportation's cone penetrometer (TCP). These TCP blow counts are tabulated on the logs at the respective sample depths. Water level observations were made during drilling operation and at the completion of drilling operations. The borings were backfilled with cuttings after the final ground water level readings were obtained. 4.0 LABORATORY INVESTIGATION Laboratory tests were performed to characterize the engineering properties of the soil and rock. Results of the laboratory tests performed for this study are presented on boring logs. Classification tests performed for this study included liquid and plastic limits, moisture contents and unit weights. These test results are tabulated at the appropriate sample depths on the boring logs. Absorption swell tests were performed on selected undisturbed samples of the cohesive soils. These tests were performed for the purpose of evaluating the swell potential of these soils at their in -situ moisture content. The results of these tests are presented on Figure 19. 5.0 SITE GEOLOGY Geologically, the project site is within the outcrop of the Main Street & Grayson Undivided Formation. The geologic formation is generally overlain by residual soils from the Main Street Limestone and Grayson Marl. E18-175 Page 2 GEOTEL 6.0 SUBSURFACE CONDITIONS The following table lists the structures and associated borings drilled for this study. TABLE 1. BORINGS DRILLED FOR VARIOUS STRUCTURES STRUCTURE APPROXIMATE LOCATIONS BORINGS McCart Bridge Sta. 40+94 to Sta. 44+24 B-2, B-3 and B-4 McCart Retaining Walls Sta. 39+00 to Sta. 47+00 B-32 and B-33 Deer Creek Bridge Sta, 67+00 to Sta. 71+50 B-38, B-46 and B-47 Crowley Cleburne Wall Sta. 90+00 B-15 McPherson Bridge Sta, 45+98.25 to Sta. 49+16.25 B-27 thru B-29 McPherson Walls Sta. 42+00 to Sta. 54+00 B-42 thru B-45 Various Streets - B-1, B-5, B-11 thru B-14, B-16 thru B-27, and B-31 Subsurface conditions encountered in the borings, including detailed descriptions of the various strata and their depths and thicknesses, are presented on the Logs of Boring. A brief summary of the stratigraphy indicated by the borings is given below for the site in general. Note that depth on all borings refers to the depth from the existing grade present at the time of the investigation. Boundaries between the various strata are approximate. Subsurface soil conditions encountered in the test borings are grouped into strata and are summarized in Table 2. The laboratory test results are summarized for each stratum and are shown in Table 3. E18-175 Page 3 GEOTEL TABLE 2. SUMMARY OF SUBSURFACE CONDITIONS First Bottom of Stratum Description Encountered Stratum (ft) (ft) CLAY Medium stiff to hard, dark brown, brown and Ground Surface 1.0 to 11.0 light brown clay SILTY CLAY' Medium stiff to hard, light brown and tan 2.0 to 11.0 3.0 to 17.0 silty clay with gravel and limestone SHALY CLAY Very stiff to hard, brown shaley clay 11.0 to 17.0 25.0 to 33.0 WEATHERED Tan weathered Limestone with clay layers 1.0 to 11.0 9.0 to 17.0 LIMESTONE LIMESTONE Gray limestone with marl layers 9.0 to 33.0 25.0-50.06 Comments: 1, Encountered in Borings B-1, B-2, B-6, B-8, B-10, B-12 through B-19, B-22, B-25, B-26, B-30, B-33, B-34, B-39, B-41 and B-42. 2, Only encountered in Borings B-2, B-3, B-4 and B-33. 3, Encountered in Borings B-2 through B-4, B-9, B-10, B-15, B-27 through B-29, B-38, B-43 through B-47. 4, Boring termination depths. TABLE 3. SUMMARY OF FIELD AND LABORATORY TESTS ENGINEERING PROPERTIES CLAY SILTY CLAY SHALEY CLAY LIMESTONE MARL MOISTURE CONTENT % 18 - 32 10 - 24 18 - 23 - LIQUID LIMIT % 59 - 80 28 - 70 73 - PLASTIC LIMIT % 24 - 27 16 - 26 28 - PLASTICITY INDEX % 33 - 53 12 - 44 45 - MINUS #200 SIEVE (%) 72 - 97 36 - 99 - - SWELL TEST RESULTS (%) 0.8 - 2.6 - - - POCKET PEN. (tsf) 1.0 - 4.5+ 0.5 - 4,5+ 2.75-4.5+ - UNIT DRY WEIGHT (pcf) 84.6 - 106.5 114.0 100.5-110.4 - UNCONFINED COMPRESSION (tsf) 0.95 - 2.05 3.55 1.6- 3.5 - TxDOT CONE PEN. (blows/in.) 100/11"-13" 100/13" 100/29" - 33" 100/0.6" - 7" E18-175 Page 4 GEOTEL 7.0 GROUNDWATER The borings were advanced with a continuous flight auger drilling equipment. This method allows relatively accurate groundwater observations to be made while drilling. Groundwater was encountered at depths of 5 to 11 feet in Borings B-1 through B-3, B-5, B-8, B-9 and B-32 during drilling operations. The borings except B-32 were dry upon completion. A water level of 17.5 feet was observed in Boring B-32 upon completion. The remaining borings did not encounter groundwater during our field investigation. It is not possible to accurately predict the magnitude of subsurface water fluctuations that might occur based upon short-term observations. The subsurface water conditions are subject to change with variations in climatic conditions and are also functions of subsurface soil conditions. 8.0 SEISMIC SITE CLASSIFICATION Seismic site classification was performed based on the International Building Code (IBC), Sections 1615.1.1 and 1615.1.5, Version 2003. The project site primarily consists of stiff to hard, clay with an average shear strength of more than 2,000 psf and limestone/marl with an average standard penetration resistance of more than 50 blows per 12 inches in the upper 100 feet of subsurface materials. Therefore, the project site is classified as Site Class C in accordance with Table 1615.1.1 Site Class Definitions of IBC, Version 2003. 9.0 BRIDGE DRILLED SHAFT FOUNDATIONS 9.1 DRILLED SHAFT BEARING CAPACITY A total of three bridges are planned for this project. The proposed bridges could be supported on drilled shafts founded in the gray limestone/marl. Recommended bearing capacity and skin friction values for design of the drilled shafts are presented in Table 4. The table includes the estimated top elevation of the bearing stratum and foundation design parameters for axial loading_ The design values include a factor safety of 3 in end bearing and a factor of safety of 2 in skin frictions. E18-175 Page 5 GEOTEL TABLE 4 - RECOMMENDED DRILLED SHAFT DESIGN PARAMETERS Structures Variation in Top Elevation of Gray Limestone Bearing Stratum Allowable Net End Bearing (psf) Allowable Skin Friction Compression (psf) Tension (psf) McCart Bridge 754.5 - 757.5 23,000 5,200 3,600 Deer Creek Bridge 786.0 -795.0 23,000 5,200 3,600 McPherson Bridge 788.5 -793.0 23,000 5,200 3,600 The recommended end bearing values are based on a minimum shaft penetration of three shaft diameters into the gray limestone/marl. The upper three feet of penetration into the gray limestone/marl should not be included in skin friction capacity calculations. Drilled shaft foundations designed using the above allowable bearing values are estimated to experience settlements of less than 0.5 percent of the shaft diameter. The foundation settlements are anticipated to occur as the foundations are loaded. 9.2 GROUP EFFECTS For groups of drilled shafts, where the spacing between shafts will be less than 3-shaft diameters (3D) center to center, a reduction factor should be applied to the allowable skin friction for the determination of required shaft penetrations. For shafts touching, a reduction factor of 50 percent should be used. For a spacing of 3D, where D is the diameter of the largest adjacent pier, no reduction is necessary. A straight-line interpolated reduction should be used between drilled shafts touching and a spacing of 3D. 9.3 LATERAL CAPACITY Bridge foundations are anticipated to consist of 3-foot diameter drilled shafts at each pier bent. L-Pile design parameters are presented in Tables 5 and 6. E18-175 Page 6 GEOTEL TABLE 5. L-PILE DESIGN PARAMETERS - CLAY SOILS Formation Unit Weight Horizontal Modulus of Undrained Internal Strain @'/2 Allowable pcf (Y)° p Subgrade Shear Friction 0 Peak Lateral Reaction, pci Strength Angle (�) Strength, E50, Assistance (psf) (c), pcf /o Clay 125 200 1,500 0 0.7 1,500 Shaley Clay 130 400 2,400 0 0.5 2,400 below Ele. 765 TABLE 6. L-PILE DESIGN PARAMETERS - BEDROCKS Total Unit At -Rest Earth Strain @'/2 Rock Rock Rock Top Weight g Pressure Peak Modulus Comp. Design Formation Elevations (Y), pcf Coefficient, ko Strength, (psi) Strength RQD a % (psi) Limestone/ 754-757 135 0.6 0.02 58,000 750 100% Marl Passive pressures should be developed on the pier beginning a depth of 3 feet below FINAL grade. Allowable lateral assistance values contain a factor of safety of 2. Recommended design parameters in this report are assumed proper construction procedures were followed during construction. Drilled shafts for the bridge structures should be embedded three or more shaft diameters into unweathered gray limestone/marl to preclude a failure in the rock mass due to lateral loads. 9.4 DRILLED SHAFT CONSTRUCTION CONSIDERATIONS Excavation for the shafts must be maintained in the dry. Groundwater was encountered at a depth of 11 feet in Borings B-2 and B-3 during drilling operations. The borings were dry upon completion. Rapid placement of steel and concrete may allow placement of the shaft installation to proceed if groundwater is encountered during installation. Any water and loose material should be removed prior to placing concrete in the open shafts. E18-175 Page 7 GEOTEL No shaft should be left open for more than 8 hours. A concrete slump of 5 inches plus or minus 1 inch is recommended. The concrete should be placed in a manner to avoid striking the reinforcing steel and shaft walls during placement. All drilled shaft installations should be carefully inspected by GEI geotechnical personnel to help verify the bearing stratum, the design penetration, and perform related duties. Allowable bearing capacity recommendations and settlement estimates provided in this report are based on proper construction procedures, including maintaining a dry shaft excavation and proper cleaning of bearing surfaces prior to placing reinforcing steel and concrete. 10.0 MSE WALLS Mechanical Stabilized Earth (MSE) walls are planned to retain the sides of the bridge embankments at the McCart Avenue and McPherson Boulevard locations. These walls will have heights up to about 2 to 13 feet. Recommended MSE Wall design details including foundation soil design parameters, MSE wall backfills, wall embedment, and ratio of reinforced strap length to wall height are presented in this section based on MSE wall external stability studies. 10.1 MSE WALL EXTERNAL STABILITY MSE wall external stability was evaluated by using a computer program of MSEW (3.0), Update #14.93 for this report. Design parameters in both total stress and effective stress of foundation soils, replacement material and embankment fill, retained embankment fills and MSE wall materials are presented in MSE Wall Design Details on Figure 21. Allowable net bearing capacity includes a factor of safety of 2.0 and sliding resistance includes a factor of safety of 1.5. Recommended MSE wall design details are summarized in Tables 7. The table include wall segment stations, wall height range, recommended over -excavation and replacement depth, wall embedment and ratio of reinforced strap length to wall height (L/H). The bottom of the MSE walls should be founded at a minimum depth of 2 feet below where the final grade is relatively level. For MSE walls constructed adjacent to embankment E18-175 Page 8 GEOTEL slopes with slope ratios of 6 horizontal to 1 vertical or flatter, a minimum embedment depth of 2 feet below adjacent grade is recommended for the wall heights less than 10 feet. The estimated bearing pressures were based on a uniform surcharge of 250 psf and lateral earth pressures from MSE wall granular backfill material with a friction angle of 38 degrees. TABLE 7 - MCCART AND MCPHERSON MSE WALLS Requirement Minimum for Over Minimum Ratio of Strap Wall Wall Wall Segment by Wall Height Excavation Embedment Length to and Weight Designation Stations Range (feet) Replacement below Height (L/H) Adjacent Slope (ft) (ft) (ft) RW02A 5+00 to 6+00.12 2 to 11 None 2 0.7 RW02B 5+00 to 7+10.18 2 to 12.5 None 3 0.7 RW03A 5+00 to 6+24.08 2 to 10.8 None 2 0.7 RW03B 5+00 to 7+42.30 2 to 10.8 None 2 0.7 RW04A 5+00 to 9+06.29 2 to 12.9 None 2 0.7 RW04B 5+00 to 9+04.52 2 to 12.1 None 2 0.7 RW05A 5+00 to 6+57.53 4 to 14.4 None 2 0.7 RW05B 5+00 to 7+42.30 2 to 12.9 None 2 0.7 In the area where excavation is performed, the exposed subgrade should be compacted to at least 95 percent maximum dry density of TxDOT Tex 113-E at -2 to +2 percentage points of the optimum moisture content. The excavated soils can be replaced with either the excavated clay soils or imported TxDOT Item 132, Type A or similar materials. The fill soils should be placed in maximum horizontal loose lifts of 8 inches and compacted to at least 95% maximum dry density of TxDOT Tex 113-E at -2 to +2 percentage points of the optimum moisture content. The compacted subgrade and fill should be compacted to achieve unconfined compression strength of at least 4,000 psf. E18-175 Page 9 GEOTEL 10.2 EMBANKMENT FILL- ITEM 132, TYPE A TxDOT Item 132, Type A materials could be used to place below and behind the reinforced volume of the MSE walls MSE Walls and behind. Design parameters of TxDOT Item 132, Type A are presented in MSE Wall Design Details on Figure 21. Where fill is planned to raise site grade beneath retaining walls, the fill soils should be TxDOT Item 132, Type A or similar materials and compacted to at least 95 percent maximum dry density of TxDOT Tex 113-E at -2 to +2 percentage points of the optimum moisture content. The compacted fill should have an unconfined compressive strength of at least 4,000 psf. The limits of this higher density fill should include the fill below the base of the retaining wall and should extend beyond the wall foundation a horizontal distance at least the thickness of the fill being placed. For example, where 4 feet of fill is planned; the fill soils should be compacted to the higher densities at least 4 feet beyond the front and beneath the reinforced volume of MSE walls. Where fill is planned to behind retaining walls, the fill soils should be TxDOT Item 132, Type A or similar materials and compacted to at least 95 percent maximum dry density of TxDOT Tex 114-E at -2 to +2 percentage points of the optimum moisture content. 10.3 MSE WALL MATERIAL - ITEM 423, TYPE B TxDOT Item 423, Type B is recommended for MSE wall fill material within the reinforced strap zone of the MSE walls. Design parameters of TxDOT Item 423, Type B are presented in MSE Wall Design Details on Figure 21. Wall backfill materials should be placed in maximum 8 inch loose lifts and uniformly compacted to at least 95% maximum dry density as determined by TxDOT Tex 114-E. Moisture content for cohesive soils should be within -2 to +2 percent of the optimum moisture content as measured in test method TxDOT Tex 114-E. Item 423, Type A MSE backfill could also be used for this project. E18-175 Page 10 GEOTEL 10.4 GLOBAL STABILITY ANALYSES Global stability analyses were performed to evaluate the allowable bearing capacity beneath the proposed MSE walls and the required wall bearing depths for the walls located near embankment slopes. The analyses were performed using the computer program, SLIDE, Version 6. One critical MSE wall section of RW02B was selected for global slope stability analyses. The wall has a wall height of 12.5 feet. The critical MSE wall exhibited a factor safety of 1.8 in a long term condition. The report of global slope stability analyses is presented on Figure 20. 10.5 MSE WALL CONSTRUCTION REQUIREMENTS In order to provide adequate foundation supports for MSE wall footing and reduce hydraulic pressure building -up behind walls, we recommend the following. A clay liner with a concrete flume is recommended on the slope surface above MSE walls for surface drainage. The clay liner should have a PI more than 30 and a minimum depth of 18 inches above the MSE wall backfill materials. The clay liner should be compacted to a minimum of 95 percent of the maximum dry density as determined by ASTM 698. Any clay soils should NOT be placed around and below MSE wall anchor strips. Plastic sheeting should not be used below the clay liner on slopes as a moisture barrier. Plastic sheeting placing on slopes will increase chances of slope sliding. A subdrain system should be installed one foot below the bottom of the MSE wall footing and at a minimum of 8 feet distance away from the walls. We recommend that no underground utility and sub -drain system be placed beneath MSE wall footing. MSE walls should be constructed in accordance with the MSE wall designer's specifications. E18-175 Page 11 GEOTEL 11.0 RETAINING WALLS Cast -in -Place retaining walls of up to 7 feet in height are planned at the connection of McCart Avenue and N. Crowley -Cleburne Road from Sta. 5+00 to Sta. 6+16..84. Recommended bearing capacity, sliding resistance and lateral earth pressures are presented in this section. 11.1 DESIGN PARAMETERS -RETAINING WALLS Boring B-15 was drilled near the CIP walls. The bottom of the retaining wall footings are planned at Elevations 810 to 813. The planned footings are expected to be placed on very stiff dark brown clay and/or a compacted clay subgrade. Retaining Wall Design Parameters are presented in Table 7. TABLE 8. ALLOWABLE BEARING CAPACITY AND SLIDING FRICTIONS Net Allowable Ultimate Bearing Strata Depth below Final Bearing Values Design Sliding Coefficient of Grade (ft) gall(net), psf Friction Angle (Q )° Sliding Resistance Compacted 2 1,500 22 0.40 Subgrade Very Stiff Clay 2 2,500 26 0.48 Allowable bearing values contain a factor of safety of 3. A safety factor of 1.5 should be used on the ultimate coefficient of sliding resistance. 11.2 BACKFILLS - RETAINING WALLS The CIP walls will be subjected to lateral earth pressure from soil backfilled against the strap zones of the walls. The type of material used will affect the lateral earth pressures the walls must be designed to resist. Backfill material recommended for use behind retaining wall strap zones includes. 1. Type B Material - On -site clay soils and/or imported similar materials with a PI less than 25 percent. The clay soils should have an angle of shearing resistance of at least 20 degrees. The clay soils should be free of deleterious materials that will prevent E18-175 Page 12 GEOTEL proper compaction, that contain environmentally hazardous materials, and that will decay. 2. Tan Limestone - Broken or crushed tan limestone with a maximum particle size of 4 inches, but not exceeding 1 inch within 1 foot of finished grade. The limestone should be well graded to produce a dense mass free of voids with less than 30 percent of the fill finer fraction passing the No. 40 sieve. The fill should have an effective angle of shear resistance of 28 degrees. The limestone should be free of deleterious materials that will prevent proper compaction, contain environmentally hazardous materials, or will decay. 3. Select Fill - Select fill used as backfill material should consist of very sandy clays or clayey sands with liquid limits of less than 40. The plasticity index of this material should be less than 15. The select fill should have an effective angle of shearing resistance of at least 28 degrees. The select fill should be well mixed to eliminate the presence of "clay balls." The fill should be free of deleterious materials that will prevent proper compaction, contain environmentally hazardous materials, or will decay. 4. Granular Fill - Granular, free draining materials that include sand, crushed limestone, sand -gravel mixture, washed pea gravel, or a sand -crushed stone mixture. The material should have 100 percent passing the 6-inch sieve, 75 to 100 percent passing the 3-inch sieve and less than 8% passing the No. 200 sieve. The minus 200-sieve material should be non -plastic. The granular fill should have an effective angle of shearing resistance of 34 degrees. The fill should be free of deleterious materials that will prevent proper compaction, contain environmentally hazardous materials, or will decay. Wall backfill materials should be placed in maximum 8 inch loose lifts and uniformly compacted to at least 95% maximum dry density as determined by ASTM D-698 for cohesive soils or a minimum relative density of 65% for granular soils as determined by test methods ASTM 4253 and 4254. Moisture content for cohesive soils should be within -2 to +2 percent of the optimum moisture content as measured in test method ASTM D-698. Granular backfill should be placed at a moisture content that will allow the desired relative density to be achieved. 11.3 LATERAL EARTH PRESSURES Recommended equivalent fluid pressures for design of the walls are presented in Table 9 for retaining walls with level and drained backfills. The equivalent fluid pressures presented E18-175 Page 13 GEOTEL are for drained conditions and for active conditions. Active lateral earth pressure coefficients are presented for the inclusion of lateral pressures from uniform surcharge pressures. TABLE 9 - LATERAL EARTH PRESSURE- LEVEL AND DRAINED BACKFILL Wall Backfill Active Earth Pressure Coefficient Active Equivalent Fluid Pressure, pcf Type B Material 0.5 65 Broken or Crushed Tan Limestone 0.36 45 Select Fill with PI less than 15 percent 0.36 45 Granular Fill with less than 8 % fines passing No. 200 sieve 0.28 36 Recommended lateral earth pressures for wall backfill soils sloped on a 4 horizontal to 1 vertical back slope are presented in Table 10. TABLE 10 - LATERAL EARTH PRESSURE-4HAV SLOPING AND DRAINED BACKFILL Wall Backfill Horizontal Active Earth Pressure Coefficient Horizontal Active Equivalent Fluid Pressure, pcf Type B Material 0.63 82 Broken or Crushed Tan Limestone 0.40 52 Select Fill with PI less than 15 percent 0.40 52 Granular Fill with less than 8 % fines passing No. 200 sieve 0.31 41 Recommended lateral earth pressures for wall backfill soils sloped on a 3 horizontal to 1 vertical back slope are presented in Table 11. E18-175 Page 14 GEOTEL TABLE 11 - LATERAL EARTH PRESSURE- 3H:1V SLOPING AND DRAINED BACKFILL Wall Backfill Horizontal Active Earth Pressure Coefficient Horizontal Active Equivalent Fluid Pressure, pcf Type B Material 0.65 85 Broken or Crushed Tan Limestone 0.44 57 Select Fill with PI less than 15 percent 0.44 57 Granular Fill with less than 8 % fines passing No. 200 sieve 0.33 43 12.0 PAVEMENT RECOMMENDATIONS 12.1 SUBSURFACE CONDITIONS A total of 22 test borings are performed for this projects. Subgrade soils generally consist of medium stiff to hard clay, silty clay and/or tan weathered limestone in upper 10 feet. The subgrade soils exhibited liquid limits ranging from 28 to 80 with plasticity indices (PI) ranging from 12 to 53. The subgrade soils also exhibited swells ranging from 0.8 to 2.6 percent. The swell test results with Atterberg limits are presented Figure 34. 12.2 PAVEMENT SUBGRADE PREPARATIONS Cuts of 2 feet and fills of up to 7 feet are planned for the new streets. The subgrade for the proposed streets is expected varying from several feet of clay to tan weathered limestone. Tan limestone can be broken up if needed to allow fine grading of the subgrade and compacted. If the tan calcareous silty clay are present in the pavement subgrade cuts, several problems could be created during construction. If these clays become saturated they are expected to pump and may rut under construction traffic. The pumping subgrade will make it difficult to achieve compaction of the pavement subgrade. Should these areas be present, we recommend replacing the pumping sugrade with broken -up on site tan limestone. Subgrade soils at this site consists of the highly plastic clay soils. Where borrow material is required for new fills in the pavement areas, the properties of these materials could vary E18-175 Page 15 GEOTEL from the existing soils and should be evaluated. Clay subgrade soils are subject to loss in support value with increases in their moisture content. Recommendations for lime treated and compacted pavement subgrades are presented in the following report sections. Based on the results of laboratory testing, the subgrade performance of the on -site clay soils can be improved by stabilization with hydrated lime. Sulfate concentration tests indicated that the on -site tested clays had less than 200 to 320 ppm sulfate concentration level less than 2,000 ppm. For these sulfate concentration lime/sulfate heave is not anticipated. Accordingly, lime can be used to stabilize the subgrade soils. For budgeting purposed, 8 percent hdrated lime by dry weight (36 pounds per square yeard for a thickness of 6 inches) can be used. Once the subgrade is rough graded laboratory tests should be performed to determine the optimum lime content. Recommended soil preparation for the proposed streets is given below: 1. Any surface vegetation, organic topsoil, or any undesirable material should removed from the construction area. Removal of such material should extended 2 feet beyond pavement edges. 2. In both cut and fill areas, the exposed subgrade should be proof rolled to detect any areas of weakness. The exposed subgrade should be proof rolled in accordance with the Texas Department of Transportation's Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges, 2004 Edition, Item 216, Proof Rolling. 3. Areas of weakness identified by the proof rolling operations should be undercut to firm soil and compacted in lifts with maximum loose thickness of 8 inches as outlined in Item 4. The proof rolling operation should be observed by the geotechnical engineer or one of this or her representative. 4. In fill areas, fills should be placed to the top of the proposed subgrade elevation with a maximum loose lift thickness should be 8 inches using the excavated on - site soils or similar imported materials. Fill should be compacted to at least 95 percent of ASTM D-698 maximum dry density at a moisture content between plus 3 and minus 3 percentage points of the optimum moisture content. 5. Where the exposed subgrade material will be stabilized with lime, lime treatment should be accomplished in accordance with the applicable provisions of Item 260 of the Texas Department of Transportation's Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges, 2004 Edition. 6. Approval of final lime mixing operations should be based on gradation tests with at least 60 percent on a dry weight basis of the stabilized soil passing the No. 4 sieve at a moisture content near optimum. E18-175 Page 16 GEOTEL 7. The lime stabilized soil or compacted subgrade should be compacted to at least 95 percent of ASTM D-698 maximum dry density at a moisture content between plus 3 and minus 3 percentage points of the optimum moisture content. 8. The moisture content and dry density of the lime stabilized or compacted subgrade should be maintained until the paving is completed. 12.3 SOIL RESILIENT MODULUS Based on our local experience, the on -site clays and/or properly compacted clay subgrade have a California Bearing Ration (CBR) of 3 with a resilient modulus of 4,000 psi. A lime treated clay subgrade have a CBR of 15 with a resilient modulus of 20,000 psi. . 12.4 DRAINAGE AND GRADING Effective drainage is important to reduce water percolation into the subgrade soils through joints and cracks in pavement. In order to reduce rainwater infiltration through the pavement surface, all cracks and joints in the pavement should be sealed on a routine basis. The pavement should be graded to prevent water from ponding against the edge of the pavement and to promote rapid drainage from the pavement. 12.5 PAVEMENT THICKNESS Pavement designs for the residential streets were performed by using WinPas 12 software of the American Concrete Pavement Association. The computer program is based on the 1993 Edition of AASHTO Guide for Design of Pavement Structures. An annual design Equivalent 18-Kip Single -Axle Loads (ESALs) of 25,000 is used for the design of residential -Rural streets based on both the traffic forecast data provided by the client and Pavement Design Manual of City of Fort Worth, 2015. AASHTO Design Criteria: a. Reliability R=90% b. Overall Deviation So = 0.39 C. Modulus of Rupture: 620 psi (Concrete Compression: 4,000 psi @ 28 days) d. Load Transfer J = 3.0 e. Modulus of Subgrade Reaction K=222 pci with 6" Lime Stabilized Subgrade. f. Drainage Coefficient Cd = 1.0 g. Initial Serviceability P; = 4.50 h. Terminal Serviceability Pt= 2.00 E18-175 Page 17 GEOTEL TABLE 11 — RECOMMENDED PAVEMENT SECTIONS Total number of equivalent 18k Thickness of Depth of Lime LOCATION Single Axle Load Applications one Concrete* Stabilization direction for a 25 year period (inches) (inches) McCart Avenue/ McPherson Boulevard 625,000 6 6 * The pavement thickness can be increased to 9 inches for roads classified as Arterial according to City of Fort Worth's Pavement Design Manual 13.0 DEER CREEK CHANNEL Boring B-30 was drilled near Deer Creek Channel. Very stiff to hard clay and silty clay were present from the surface to a depth of 7 feet. Tan weathered limestone was below the clay soils. We understand that the existing embankment slopes may be reshaped and compacted. Areas to receive fill should be stripped of vegetation and debris. The subgrade at the base of the existing embankment should be proof rolled to determine if soft or compressible soils are present. If present, these soils should be undercut to a firm subgrade and replaced with compacted fill soils. Embankments to receive fill with side slopes steeper than 5H:1V should be benched. The maximum bench height should not exceed 2 feet and the bench width should not be less than 3 feet. The embankment fills should be compacted to at least 95 percent of ASTM D- 698 maximum dry density at a moisture content between plus 3 and minus 3 percentage points of the optimum moisture content. The maximum loose lift thickness should be less than 8 inches. Clays, silty clays and excavated tan weathered limestone can be used if free of organic matter, rocks larger than 6 inches, or other objectionable materials that could interfere with compaction. Clays with a Plasticity Index (PI) greater than 30 should not be used in the fill slope. E18-175 Page 18 GEOTEL 14.0 LIMITATIONS OF INVESTIGATION This report was prepared for the exclusive use of City of Fort Worth, Bridgefarmer & Associates, Inc., and their consultants for specific application to the proposed McCart Avenue and McPherson Boulevard, Fort Worth, Texas. The report was prepared in accordance with generally accepted geotechnical engineering and geological practices. No other warranty, expressed or implied, is made. The recommendations presented in this report are based, in part, on information prepared by Bridgefarmer & Associates, Inc. Geotel Engineering, inc. is not responsible for the accuracy and completeness of the information prepared by other persons or agencies. Water level readings have been made in the test borings at the time and under the conditions stated on the boring logs. These data have been reviewed and interpretations made in the text of this report. However, it must be noted that fluctuations in the level of the groundwater may occur due to variations in rainfall, creek stages, and other factors at the time measurements were made. The interpretations and recommendations in this report are based on information obtained from a limited number of test borings. Information included on the boring logs represent conditions at the individual boring locations and at the time indicated on the logs. Conditions at other locations may vary from those indicated on the logs. The nature and extent of these variations between boring locations may not become evident until construction. Should conditions during construction be found at variance with the information presented in this report, Geotel Engineering, inc. should be notified in writing so that further investigations can be made and recommendations developed that are appropriate for the unexpected conditions. E18-175 Page 19 GEOTEL FIGURES E17-112 GEOTEL TWINLEAF DRIVE LOG OF BORING BORING B-32 Project: McCart Avenue & McPherson Boulevard Project No,: E18-175 Date: 7/5/18 Elev.: 786.7 Location: Sta. 40+00, 40 LT, McCart Avenue, Fort Depth to water at completion of boring: 17.5 feet Worth, Texas Depth to water when checked: During Drilling was: 7 feet Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf Hard, brown CLAY 4.5 19 68 26 42 91 4.5 785 4.5 ........................................................ Tan Weathered LIMESTONE with clay ...... ..... ..... ..... ....... ........ .......... ............ 5 50/3" 18/61, layers 780 17 27 16 11 52 122.9 2.5 0.45 10 775 1s 16/6" 14/6" ........................................................ Hard, brown and gray Shaley CLAY ...... ..... .. — 770 — 22 105.5 4.5 3.15 20 765 24 105.2 4.5 4.15 2s 760 3.5 30 - ........................................................ ........... ..... ..... ....... ........ ........ ........ 7s5 35 750 Notes: Completion Depth: 30 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 2 LOG OF BORING BORING B-33 Project: McCart Avenue & McPherson Boulevard Project No,: E18-175 Date: 7/5/18 Elev.: 789.0 Location: Sta. 45+60, 46 LT, McCart Avenue, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ SOIL SYMBOLS MC LL PL -200 D.D. P.PEN UNCON. DEPTH SAMPLER SYMBOLS DESCRIPTION PI (feet) & FIELD TEST DATA % % % % pcf tsf tsf a.................................................................................................................. Hard, brown CLAY 4.5 15 55 24 31 90 4.5 4.5 4.5 785 14 50 23 27 85 113.2 4.5 6.85 5 ........................................................ Very stiff to hard, brown and gray CLAY ...... ..... ..... ..... ....... ........ .......... . .......... with calcareous nodules 4.5 780 21 58 26 32 78 102.4 3.5 3.6 10 ........................................................ Hard, light brown and gray Silty CLAY ...... ..... ..... ..... ....... ........ .......... ............ with limestone fragments 775 22 64 27 37 70 108.3 4.5 1.2 15 _ — ........................................................ Hard, brown and gray Shaley CLAY ...... ..... ..... ..... ....... ........ .......... .......... 770 — 22 81 28 53 89 103.9 4.5+ 2.8 20 — — 765 22 105.8 4.5+ 3.45 25 760 — — 4.5+ 30 ........................................................ ........... ..... ..... ....... ........ ........ .......... 755 35 Notes: Completion Depth: 30 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 3 LOG OF BORING BORING B-34 Project: McCart Avenue & McPherson Boulevard Project No.: E18-175 Date: 6/28/18 Elev.: 796.3 Location: Sta. 50+40, 14' RT, McCart Avenue, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. PCf P.PEN tsf LINCON. tsf 0 ...................................... Brown Silty CLAY with broken .... 14 ..... ..... ..... ....... ........ .......... ............ 795 I 1 nl estone 50/0.13" ................................................... Very hard, tan LIMESTONE 50/0" 50/0.5" 5 50/0.13" 790 50/0.5" 10 50/0" 785 15 780 20 775 25 770 30 765 35 760 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 4 LOG OF BORING BORING B-35 Project: McCart Avenue & McPherson Boulevard Project No.: E18-175 Date: 6/28/18 Elev.: 801.6 Location: Sta. 55+20, 15' LT, McCart Avenue, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS &FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. PCf P.PEN tsf LINCON. tsf o........................................................ Hard, dark brown CLAY ...... i6 . 58 25 33 92 4. s+ 800 .................................................................................................................. Very hard, tan LIMESTONE so/o.zs" 50/0" 50/0.5" 5 50/0" 795 50/1" 10 50/0.51, 790 15 785 20 780 25 775 30 770 35 765 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 5 LOG OF BORING BORING B-36 Project: McCart Avenue & McPherson Boulevard Project No,: E18-175 Date: 6/28/18 Elev.: 804.3 Location: 59+01, 37' LT, McCart Avenue, Fort Worth, Depth to water at completion of boring: Dry Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf Hard, brown CLAY with broken 4.5+ limestone 19 63 26 37 85 4.5+ 50/0. 5" ........................................................ Very hard, tan LIMESTONE ...... . 50/0" 800 50/1" 5 50/0.13" 150/0" 795 50/0.5" 10 790 15 785 20 780 25 775 30 770 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 6 LOG OF BORING BORING B-37 Project: McCart Avenue & McPherson Boulevard Project No,: E18-175 Date: 6/28/18 Elev.: 805.3 Location: Sta. 63+67, 37' LT, McCart Avenue, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf 805 Hard, dark brown to brown CLAY 4.5+ 18 60 26 34 92 4.5+ 50/0.25.. uaklhiiz ........................................................ Very hard, tan LIMESTONE ...... . 50/0" 50/1" s so/o.7s" 800 s0/0.5" 10 50/0.25" ........................................................ ...... ..... ..... ..... ....... ........ .......... ............ 795 790 15 785 20 780 25 775 30 770 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 7 LOG OF BORING BORING B-38 Project: McCart Avenue & McPherson Boulevard Project No,: E18-175 Date: 7/2/18 Elev.: 798.0 Location: Sta. 67+99, 53' LT, McCart Avenue, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ SOIL SYMBOLS MC LL PL -200 D.D. P.PEN UNCON. DEPTH SAMPLER SYMBOLS DESCRIPTION PI (feet) & FIELD TEST DATA % % % % pcf tsf tsf a.................................................................................................................. Hard, brown CLAY 4.5+ 20 77 27 50 93 4.5+ 4.5+ 795 4.5+ 14 67 26 41 75 4.5+ 5 .................................................................................................................. Tan Weathered LIMESTONE with clay layers 790 50/0.25" 10 50/0.13" ........................................................ Gray LIMESTONE with shale layers ........... ..... ..... ....... ........ ...................... 795 50/1.5" 15 50/0.75" ........................................................ Gray SHALE with limestone layers ...... ..... ..... ..... ....... ........ .......... ............ -- 780 === _ = 50/2.25" 20 === 50/1" 775 =_ _ 50/1.5" 25 = = 50/1" 770 50/1.5" 30 =_ = 50/1" 765 --- 50/1.25" 35 === 50/0.75" Notes: Completion Depth: 55 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 8 LOG OF BORING BORING B-38 Project: McCart Avenue & McPherson Boulevard Project No.: E18-175 ELEVATION/ SOIL SYMBOLS DEPTH SAMPLER SYMBOLS DESCRIPTION MC LL PL 200 D.D. P.UN (feet) & FIELD TEST DATA % % % PI % pcf tsf tsf tsf tsf 760 t IM Gray LIMESTONE with shale layers 50/0.75" 40 50/0.5" 755 45 750 50 745 55 740 60 735 65 730 70 725 75 720 80 50/0.75" 50/0.25" 50/1.25" 50/0.75" 50/1.25" 50/0.75" GEOTEL ENGINEERING, INC FIGURE NO.: 8 LOG OF BORING BORING B-39 Project: McCart Avenue & McPherson Boulevard Project No.: E18-175 Date: 6/22/18 Elev.: 806.0 Location: Sta. 4+60, 15' LT, McCart & McPherson, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. Pcf P.PEN tsf LINCON. tsf 0 ........................................................ Hard, dark brown SiltyCLAY with ....... 13... s7 zs sz .. s9 ........ ............... 4. s+ . 805 llimestone,. ...... ..... ..... ..... ....... ........ .......... ... . Tan Weathered LIMESTONE with clay layers 50/1" 5 50/0.25" 800 50/0.5" 10 50/0.25.. 795 15 790 20 785 25 780 30 775 35 770 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 9 LOG OF BORING BORING B-40 Project: McCart Avenue & McPherson Boulevard Project No,: E18-175 Date: 6/22/18 Elev.: 815.8 Location: Sta. 76+60, 15' RT, McCart Avenue, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf Hard, dark brown to light brown CLAY 4.5+ 815 with limestone 12 60 26 34 85 4.5 ........................................................ Tan Weathered LIMESTONE with clay ...... ..... ..... ..... ....... ........ .......... ............ layers 50/1.5" 5 50/1" 810 ........................................................ Tan Weathered LIMESTONE ........... ..... ..... ....... ........ ...................... 50/1" 10 50/0.25.. 805 15 800 20 795 25 790 30 785 35 780 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 10 LOG OF BORING BORING B-41 Project: McCart Avenue & McPherson Boulevard Project No,: E18-175 Date: 6/22/18 Elev.: 825.1 Location: Sta. 81+20, 14' LT, McCart Avenue, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf Hard, dark brown to brown CLAY 4.5+ 12 55 24 31 83 4.5+ 4.5+ 4.5+ ........................................................ Light brown Silty CLAY ...... 10 ..... 45 ..... 22 ..... 23 ....... 75 ........ .......... 4.5+ ............ 820 5 ........................................................ Tan Weathered LIMESTONE with clay ........... ..... ..... ....... ........ ...................... layers 50/1.5" 815 10 50/0.75.. 810 15 805 20 800 25 795 30 790 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 11 LOG OF BORING BORING B-42 Project: McCart Avenue & McPherson Boulevard Project No,: E18-175 Date: 6/28/18 Elev.: 808.1 Location: Sta. 43+50, 60' LT, McPherson Boulevard, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf Hard, dark brown CLAY 14 59 23 31 91 9.5+ .................................................................................................................. Tan Weathered LIMESTONE with clay layers 805 50/0.75" 5 50/0.25" 800 50/1.25" 10 50/0.5" ........................................................ Gray LIMESTONE with shale layers ........... ..... ..... ....... ........ ...................... 795 50/1" 15 50/0.5" 790 ........................................................ Gray SHALE with limestone layers ...... ..... ..... ..... ....... ........ .......... ............ 50/2" 20 === 50/1.25" 785 --- __= 50/2.5" 25 --- 50/1" 780 50/1.5" 30 --- 50/0.75" 775 35 Notes: Completion Depth: 30 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 12 LOG OF BORING BORING B-43 Project: McCart Avenue & McPherson Boulevard Project No,: E18-175 Date: 7/2/18 Elev.: 805.3 Location: 45+00, 60' RT, McPherson Boulevard, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ SOIL SYMBOLS MC LL PL -200 D.D. P.PEN UNCON. DEPTH SAMPLER SYMBOLS DESCRIPTION % % % PI % pcf tsf tsf (feet) & FIELD TEST DATA 805 Hard, brown CLAY 4.5 16 62 25 37 71 110.3 4.5 2.5 4.5 4.5 ........................................................ Hard, light brown CLAY with limestone ...... 14 ..... 41 ..... 23 ..... 18 ....... 81 ........ .......... 4.5 ............ 800 5 layers 15 42 22 20 83 4.0 ........................................................ Tan Weathered LIMESTONE with clay ...... ..... ..... ..... ....... ........ .......... ............ 50/0.5" layers 10 50/0.25" 795 50/0.25" 15 50/0.13" 790 ........................................................ Gray LIMESTONE with shale layers ...... ..... ..... ..... ....... ........ .......... ............ 50/0.75" 20 50/1.13" 785 == ........................................................ Gray SHALE with limestone layers ...... ..... ..... ..... ....... ........ .......... ............ 50/2.25" 25 =_= 50/0.75" 780 --- __= 50/2" 30 50/1" ...... ........ ...................... 775 770 35 Notes: Completion Depth: 30 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 13 LOG OF BORING BORING B-44 Project: McCart Avenue & McPherson Boulevard Project No,: E18-175 Date: 6/28/18 Elev.: 804.3 Location: Sta. 50+40, 60' LT, McPherson Boulevard, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf 800 795 790 785 780 775 770 5 10 15 20 25 30 35 50/1.5" 50/0.5" 50/0.75" 50/0.5" 50/1.25" 50/0.75" 50/0.5" 50/0.25" 50/1.5" 50/1" 50/2" 50/1" Hard, dark brown Sandy CLAY with limestone .................................................................................................................. Tan Weathered LIMESTONE with clay layers ........................................................ Gray LIMESTONE with shale layers ........................................................ Gray SHALE with limestone layers ........... ...... ..... ..... ..... ..... ..... ....... ....... ........ ........ ...................... .......... ............ == =_= --- --- --- Notes: Completion Depth: 30 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 14 LOG OF BORING BORING B-45 Project: McCart Avenue & McPherson Boulevard Project No,: E18-175 Date: 6/28/18 Elev.: 805.0 Location: Sta. 52+31, 59' LT, McPherson Boulevard, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf 805 0 ........................................................ Hard, dark brown CLAY with sand ........... ..... ..... ....... .............................. 4.5 17 56 25 31 68 110.5 4.5 2.20 4.5 16 44 25 19 70 108.5 4.5 1.62 4.5 800 5 ........................................................ Tan Weathered LIMESTONE with clay ........... ..... ..... ....... ........ ...................... layers 50/1" 795 10 50/0.5" 50/0.5" 790 15 50/0.13" 50/0.5" 785 20 50/0.25" 50/1" 780 25 50/0.5" _ _ ........................................................ Gray SHALE with limestone layers ...... ..... ..... ..... ....... ........ .......... ............ - - 50/1.5" 50/0.75" 770 35 Notes: Completion Depth: 30 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 15 LOG OF BORING BORING B-46 Project: McCart Avenue & McPherson Boulevard Project No,: E18-175 Date: 7/2/18 Elev.: 796.4 Location: Sta. 69+37, 50' RT, McCart Avenue, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ SOIL SYMBOLS MC LL PL -200 D.D. P.PEN UNCON. DEPTH SAMPLER SYMBOLS DESCRIPTION PI (feet) & FIELD TEST DATA % % % % pcf tsf tsf Hard, brown CLAY 4.5+ 795 17 61 25 36 89 4.5+ 4.5+ ........................................................ Very stiff, light brown CLAY ...... ..... ..... ..... ....... ........ .......... 3.0 ............ 16 32 17 15 76 3.0 5 790 12 32 15 17 54 2.0 ........................................................ Tan Weathered LIMESTONE with clay ...... ..... ..... ..... ....... ........ .......... ............ so/1.2s" layers 10 50/0.25" 78s .................................................................................................................. Gray LIMESTONE with shale layers 50/1.5" 15 50/0.75" 780 -- ........................................................ Gray SHALE with limestone layers ...... ..... ..... ..... ....... ........ .......... ............ _ = 50/2.5" 20 === 50/1.5" 775 --- 50/1" 25 = = 50/2" 770 50/1.75" 30 =_ = 50/0.75" 765 50/1.25" 35 === 50/0.75" 760 = Notes: Completion Depth: 55 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 16 LOG OF BORING BORING B-46 Project: McCart Avenue & McPherson Boulevard Project No.: E18-175 ELEVATION/ SOIL SYMBOLS DEPTH SAMPLER SYMBOLS DESCRIPTION MC LL PL 200 D.D. P.UN (feet) & FIELD TEST DATA % % % PI % pcf tsf tsf tsf tsf t m Gray LIMESTONE with shale layers 40 L 50/0.5" 50/0.25" 755 45 750 50 745 55 740 60 735 65 730 70 725 75 720 80 715 50/1" 50/0.5" 50/0.75" 50/0.5" 50/1.25" 50/0.75" GEOTEL ENGINEERING, INC FIGURE NO.: 16 LOG OF BORING BORING B-47 Project: McCart Avenue & McPherson Boulevard Project No.: E18-175 Date: 6/28/18 Elev.: 799.9 Location: Sta. 71+50, 46'LT, McCart Avenue, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. PCf P.PEN t5f UNCON. tsf 795 790 785 780 --20 775 --25 770 765--35 5 10 15 30 50/1. 5" 50/0.75 .. . 50/0.5" 50/0. 13" 50/0.25" 50/0. 13" . 50/1" 50/0. 5" 50/311 50/1.5 50/2. 5" 50/2 .5" 50/1.25" Hard, dark brown Sandy CLAY with . "broken limestone ........... * * * * * * '' * ....... : Tan Weathered LIMESTONE with clay layers ........................................................ Gray LIMESTONE with shale layers ........................................................ Gray SHALE with limestone layers ...... ...... ...... ..... ..... ..... ..... ..... ..... ... . ..... ..... ....... ....... ....... ........ ........ ........ .......... .......... .......... ... ............ ............ = =50/1.5" Notes: Completion Depth: 55 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 17 LOG OF BORING BORING B-47 Project: McCart Avenue & McPherson Boulevard Project No.: E18-175 ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P. tsf tsf UN tsf tsf - - - 50/0.75.. ............................ ....... .............. Gray LIMESTONE with shale layers ...... ..... 760 50/0.5" 40 50/1.25" 755 45 50/0.75" 50/1.25" 750 50 50/0.5" 50/1.5" 745 55 50/1" 740 60 735 65 730 70 725 75 720 80 FIGURE NO.: 17 GEOTEL ENGINEERING, INC. Symbol Description Strata symbols Clay �w■wwwLIMESTONE, ���wss ■rwwwwrWeathered wwnww■ �uuww:w. ■r..nw� — CLAY, Shaley CLAY, low -high plasticity KEY TO LOG TERMS & SYMBOLS Symbol Description NSHALE �wwwww�LIMESTONE, �wwwww, �wwwww �wwwww, 1wwwwW wwwww■ Iwwwww wwwww■ Iwwwww wwwww■ �wwwww wwwww■ CLAY, sandy Misc. Symbols Water table at boring completion 1 Water table during drilling Boring continues Soil Samplers Thin wall Shelby Tube ❑ THD penetration test 1. Exploratory borings were drilled on dates indicated using truck mounted drilling equipment. 2. Water level observations are noted on boring logs. 3. Results of tests conducted on samples recovered are reported on the boring logs. Abbreviations used are: DD = natural dry density (pcf) LL = liquid limit (%) MC = natural moisture content (%) PL = plastic limit (%) Uncon.= unconfined compression (tsf) PI = plasticity index P.Pen.= hand penetrometer (tsf) -200 = percent passing #200 4. Rock Cores Recovery = sum of core sample recovered divided by length of run, expressed as percentage. RQD = (Rock Quality Designation) sum of core sample recovery 4" or greater in length divided by the run, expressed as percentage. FIGURE NO.: 181 GEOTEL ENGINEERING, INC 3500 3000 2500 N a N N 2000 U) L cn 1500 1000 500 0 L 0 Direct Shear Test ♦ Peak ■ Residual Linear (Peak) — — Linear (Linear (Residual)) 500 1000 1500 2000 2500 3000 3500 4000 Normal Stress, psf Dry Density Water Content Normal Maximum Residual Boring No. Depth (ft) Test No. pcf Stress Shear Shear Initial % Final % sf Stress sf Stress sf 1 99.7 22.1 26.8 750 1081 755 2 99.4 21.9 27.6 1500 1382 1020 B-33 9-10 3 99.4 21.4 27.2 3000 2122 1591 Shear Rate: 0.0002 in./min Sample Description: Brown CLAY with calcareous nodules DIRECT SHEAR TEST RESULTS Test Results: PROPOSED MSE WALLS Peak Residual MCCART AVENUE Angle of Internal Friction, degree: 26.0 20.6 CITY OF FORT WORTH, TEXAS Cohesion, psf 650 450 PROJECT NO: FIGURE: IGEOTEL E18-175 1 19 Safety Factor 0. 000 Unit Weight Cohesion Phi Water Material Name Color Strength Type Ru 0.250 (Ibs/ft3) (psf) (deg) Surface 0.500 0.750 MSE- Item 423, Type A 130 Mohr -Coulomb 0 38 None 0 1.000 1.250 Retained Fill, Item 132, Type A 135 Mohr -Coulomb 0 30 None 0 1.500 m 1.750 Embankment Fill 125 Mohr -Coulomb 0 26 None 0 2.000 2.250 CLAY/ShaleyCLAY 125 Mohr -Coulomb 200 24 None 0 2.500 2.750 3.000 3.250 3.500 O 3.750 4.000 4.250 4.500 4.750 5.000 5.250 0 5.500 Factor of Safety m 5.750 n66omrnz 6.000+ 1.888 (�50,0,783,5) (0,0, M6) O r r -50.0 ]60.0 (OA, ]8LS) 8,8 ]eLS (5W, M6) (50.0,]60.0) -60 -40 -20 0 20 40 60 80 rNe GLOBAL SLOPE STABILITY ANALYSIS -MSE WALL RW02B @ STATION 5+00 (EFFECTIVE STRESS) � j G E G T L1 L P-1-t MCCART AVENUE CITY OF FORT WORTH, TEXAS LIDESMERPRET 6.039 Project No. E ZB-1 % S Figure No. Drawn ey W Z 5ca/e 1, 200 1 20 GEOTEL MSE WALL DESIGN DETAILS McCart Avenue Phase 2 & McPherson Boulevard, Texas, Wall Designation Retained Embankment Fill Type Item 132 Wall Segment by Stations Wall Height Range,Hft. Requirement for Overexcavation and Replacement with TxDOTltem 132, Type Material, ft. Minimum Wall Embedment, ft. Minimum Ratio of Strap Lengthto Wall Height, (L/H) Foundation Soil Total Stress(Sliding) Total Stress(Bearing) Effective Sress(Sliding) Effective Stress (Bearing) Unit wt., pcf hesion, psf F Friction, degree Unit wt., pcf Cohesion, psf Friction, degree Unit wt., pcf Cohesion, psf Friction, degree Unit wt., pcf Cohesion, psf Friction, degree RW02A Type 5+00 to 6+00.12 2to 11 None 2 0.7 125 1600 0 125 1600 0 125 200 24 125 200 24 RW02B Type 5+00 to 7+10.18 2to 12.5 None 2 0.7 125 1600 0 125 1600 0 125 200 24 125 200 24 RW03A Type 5+00 to 6+24.08 2to 10.8 None 2 0.7 125 1600 0 125 1600 0 125 200 24 125 200 24 RW038 Type 5+00 to 7+42.30 2to 10A None 2 0.7 125 1600 0 125 1600 0 125 1 200 24 1 125 1 200 24 RW04A Type 5+00 to 9+06.29 2to 12.9 None 2 0.7 125 1600 0 125 1600 0 125 200 24 125 200 24 RW04B Type 5+00 to 9+04.52 2to 12.1 None 2 0.7 125 1600 0 125 1600 0 125 200 24 125 200 24 RW05A Type 5+00 to 6+57.53 4to 14.4 None 2 0.7 125 1600 0 125 1600 0 125 200 24 125 200 24 RW05B Type 5+00 to 7+42.30 2to 12.9 None 2 0.7 125 1600 0 125 1600 0 125 200 24 125 200 24 Material Sliding (Total Stress) Bearing (Total Stress) Unit wt., pcf Cohesion, psf Friction, degree Unit wt., pcf Cohesion, psf I Friction, degree MSE Wall Backfill, TxDOT Item 423, Type B 110 -130 0 38 110-130 0 38 Retained Embankment Fill, TxDOT Item 132,Type A 125-135 0 30 125-135 0 30 Embankment Fill, TxDOT Item 132,TypeA 125 0 26 125 0 26 Replacement Material and Foundation Fill, TxDOT Item 132,Type A 125 0 30 125 0 30 REPORT NO. E18-175 FIGURE NO. 21 APPENDIX FROM PREVIOUS INVESTIGATION GEI REPORT NO. E17-112 E17-112 GLOTLL W. RISINGER ROAD NOT TO SCALE Q O No w Z D m w J U B-21 B-17 B-16 N, CROWLEY CLEBURNE ROAD PROPOSED RETAINING WALL -15 N. CROWLEY CLEBURNE ROAD PROPOSED CULVERT MCPHERSON BOULEVARD CITY OF FORT WORTH TEXAS PROPOSED BRIDG TWINLEAF DRIVE BORING LOCATION DIAGRAM MCCART AVENUE (from Twinleaf Dr. to W. Risinger Road) MCPHERSON BOULEVARD (from W. Cleburne Rd. to Future McCart Av, PROJECT 140. FIGURE NO. GEOTEL E17-112 1 LOG OF BORING BORING B-1 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/28/17 Elev.: 790.3 Location: Sta. 37+45.48, 17.13 LT, McCart Avenue, Fort Depth to water at completion of boring: 8 feet Worth, Texas Depth to water when checked: During Drilling was: 7 feet Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf 790 ° .................................................... Hard, dark brown CLAY . 4.5+ ......................................................... Very stiff, light brown CLAY 22 ............................. 80 27 53 78 .................... 2.0 1.5 3.0 27 75 26 49 93 3.5 785 5 .................................................... Medium stiff, light brown Silt CLAY ..... 24 ..... 46 ..... 24 ................... 22 83 ......... 1 .0 .......... — with gravel 0.5 780 10 .................................................. ... .. .. .. .... ..... ....... ......... 775 15 770 20 765 25 760 30 755 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 2 LOG OF BORING BORING B-2 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 4/15/17 Elev.: 787.6 Location: Sta. 40+71.73, 32.13 RT, McCart Avenue, Fort Depth to water at completion of boring: Worth, Texas Depth to water when checked: During Drilling was: 11 feet Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % ILL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf Hard, dark brown CLAY 22 63 25 38 90 4.5+ 69 27 42 4.5+ 785 .................................................... Very stiff to hard, brown and gray CLAY ..... ..... ..... ................... ......... 3 • s ........... with iron pebbles 26 63 24 39 87 102.7 2.75 1.95 5 100/12" 27 99.6 3.0 2.05 780 28 59 25 34 83 99.4 4.5 1.95 10 100/13" .................................................... Hard, tan Silty CLAY .... ..... ..... ................... ......... ........... 77s 70 26 44 4.5+ 15 0 0 0 00 100/21" 770 _ — .................................................... Very stiff, brown Shaley CLAY ..... ..... ..... ................... ......... ........... — 23 100.5 3.5 1.6 20 — 100/30" 765 23 105.2 3.5 2.95 25 100/29" 760 20 110.4 3.5 3.5 30 100/33" 755 — Gray LIMESTONE with marl layers 100/0.6" 7,;n 35 Notes: Completion Depth: 50 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 3 LOG OF BORING BORING B-2 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P. sf tsf UN CON - tsf sf Gray LIMESTONE with marl layers 100/1.8" 40 745 100/3" 45 740 100/0.6" 50 735 55 730 60 725 65 720 70 715 75 710 80 FIGURE NO.: 3 GEOTEL ENGINEERING, INC. LOG OF BORING BORING B-3 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 4/15/17 Elev.: 784.5 Location: Sta. 41+71.35, 37.81 RT, McCart Avenue, Fort Depth to water at completion of boring: Worth, Texas Depth to water when checked: During Drilling was: 11 feet Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % ILL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf a............... ...... ...................... Hard, dark brown CLAY ..... ............................. ......... ........... ......................................................... Very stiff to hard, brown and gray CLAY 21 ............................. 65 24 41 87 .................... 3.5 with iron pebbles 3.0 2.25 760 57 24 33 2.25 5 100/11" 18 107.0 3.25 1.9 775 75 27 48 4.5+ 10 100/14" — .................................................... Very stiff to hard, brown Shaley CLAY ..... ..... ..... ................... ......... ........... 770 20 103.9 2.75 1.9 15 100/24" 765 — 24 103.8 3.5 2.4 20 — 100/30" 760 4.5+ 25 — 100/24" - .................................................... Gray LIMESTONE with marl layers ..... ..... ..... ................... ......... ........... 755 100/0.6" 30 750 100/0.6" 35 Notes: Completion Depth: 50 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 4 LOG OF BORING BORING B-3 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P. sf tsf UN CON - sf tsf Gray LIMESTONE with marl layers 100/3.6" 745 40 100/2.5" 740 45 100/0.6" 735 50 .................................................... . 730 55 725 60 720 65 715 70 710 75 705 80 FIGURE NO.: 4 GEOTEL ENGINEERING, INC. LOG OF BORING BORING B-4 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 4/15/17 Elev.: 781.9 Location: Sta. 42+75.04, 48.64 RT, McCart Avenue, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % ILL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf 780 775 770 765 760 755 750 745 5 10 15 20 25 30 35 100/15" 100/151, 100/23" 100/26" 100/3.311 100/2" 100/1.3" Stiff, dark brown CLAY .................................................... Hard, brown and gray CLAY with iron pebbles .................................................... Very stiff to hard, brown Shaley CLAY .................................................... Gray LIMESTONE with marl layers 26 ..... 25 21 ..... 18 19 ..... 63 ............................. 61 75 ..... 73 ............................. 24 26 26 ..... 28 39 35 49 ................... 45 80 104.0 106.5 104.8 108.0 ......... 1.7s 2.0 ......... 4.5+ 4.5+ 4.5+ 4.5+ 3.25 ......... 4.0 4.5+ 4.5+ ......... ........... ........... 1.95 1.2 ........... 1.7 2.8 ........... _ — — — — — Notes: Completion Depth: 50 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 5 LOG OF BORING BORING B-4 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P. tsf sf UN CON - sf tsf Gray LIMESTONE with marl layers 100/3.8" 40 740 100/1" 45 735 100/4.8" 50 730 55 725 60 720 65 715 70 710 75 705 80 700 FIGURE NO.: 5 GEOTEL ENGINEERING, INC. LOG OF BORING BORING B-5 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/28/17 Elev.: 794.7 Location: Sta. 47+90, 20 RT, McCart Avenue, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: 7 feet Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf o...................................... Hard, dark brown CLAY ..... ............................. ......... 4.5+ ........... 20 64 26 38 91 4.0 .................................................... Very stiff, light brown CLAY ..... ..... ..... ................... ......... 4.5+ ........... 3.5 24 60 25 35 91 3.5 790 5 .................................................... Stiff, light brown CLAY with calcareous ..... 26 ............................. 61 24 37 80 ......... 2.0 ........... nodules 2.0 785 10 780 15 775 20 770 25 765 30 760 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 6 LOG OF BORING BORING B-6 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/28/17 Elev.: 799.7 Location: Sta. 52+36.05, 114.15 RT, McCart Avenue, Fo Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf o................................................. Hard, brown CLAY with broken rocks ..... ............................. ......... 4.5+ ........... 100/2.3" .................................................... Very stiff, light brown Silty CLAY ..... ..... ..... ................... ......... ........... 16 38 20 18 76 4.5+ 795 5 .................................................... Very hard, tan LIMESTONE ..... ..... ..... ................... ......... ........... 100/0.5" 790 10 785 15 780 20 775 25 770 30 765 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 7 LOG OF BORING BORING B-7 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/28/17 Elev.: 795.5 Location: Sta. 56+40.45, 412.06 RT, McCart Avenue, Fo Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf 795 .................................................... Hard, brown CLAY with broken rocks ..... ............................. ......... 4.5+ ........... .................................................... Very hard, tan LIMESTONE ..... ..... ..... ................... ......... ........... 100/0.3" 100/0.5" 5 790 100/0.4" 10 .................................................... ..... ..... ..... ................... ......... ........... 785 15 780 20 775 25 770 30 765 35 760 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 8 LOG OF BORING BORING B-8 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/28/17 Elev.: 793.6 Location: Sta. 64+05.94, 519.58 RT, McCart Avenue, Fo Depth to water at completion of boring: 8 feet Worth, Texas Depth to water when checked: During Drilling was: 7 feet Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf Very stiff, dark brown CLAY 29 68 25 43 99 2.0 .................................................... Stiff to very stiff, light brown CLAY ..... ..... ..... ................... ......... 1.5 ........... 2.5 790 29 67 26 41 94 4.0 5 .................................................... Hard, light brown Silty CLAY with ..... ..... ..... ................... ......... 4. s+ .......... - ravel ............................ .................... 785 100/11, Hard, tan LIMESTONE 10 .................................................... ..... ............................. .................... 780 15 775 20 770 25 765 30 760 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 9 LOG OF BORING BORING B-9 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 4/5/17 Elev.: 795.2 Location: Sta. 68+49.31, 217.13 RT, McCart Avenue, Fo Depth to water at completion of boring: Worth, Texas Depth to water when checked: During Drilling was: 5 feet Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % ILL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf 795 Medium stiff to hard, dark brown CLAY 1 • s 30 63 26 37 86 1.0 1.0 1.5 27 78 27 51 77 4.5+ 790 5 Tan Weathered LIMESTONE, broken 14/6" 785 10 50/1.5" .................................................... Gray LIMESTONE with marl layers ..... ..... ..... ................... ......... ........... 780 15 100/1.5" ......................................................... Gray MARL with limestone layers ............................. .................... == 100/6.5" 775 20 100/7" 770 25 100/6.5" 765 30 --- --- .................................................... ..... ............................. ......... ........... 760 35 Notes: Completion Depth: 30 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 10 LOG OF BORING BORING B-10 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/17/17 Elev.: 794.3 Location: Sta. 68+94.06, 447.32 RT, McCart Avenue, Fo Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % ILL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf 790 785 760 775 770 765 760 a...................................................... 5 10 15 20 25 30 35 100/1.8" 100/0.4" 100/1.3" 100/2.5" 100/3" 100/6.3" Medium stiff to stiff, dark brown CLAY .................................................... Hard, Tan Silty CLAY with limestone .. ....... fra ents — V??......................................... Tan Weathered LIMESTONE with clay layers .................................................... Gray LIMESTONE with marl layers with gray marl layers @ 18' .................................................... 33 29 ..... ..... . ............................. 74 ..... ............................. ..... 27 ..... ..... 47 ................... ................... 86 84.6 ...2:0.............. 1.75 2.25 ......... 4.5+ .................... ......... 0.95 ........... ........... Notes: Completion Depth: 30 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 11 LOG OF BORING BORING B-11 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/17/17 Elev.: 800.0 Location: MMPNB Sta. 4+74.39, 369.47 RT, McCart Depth to water at completion of boring: Dry Avenue, Fort Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf 800 0 ...Ve .. ..... stiff '...... ark ' .......rown ....... CLAY ................. db ..... ..... ..... ....... ...3.0... ........... 26 64 25 39 90 2.5 .................................................... Tan Weathered LIMESTONE with clay ..... ..... ..... ................... ......... ........... 1 ayrs 100/4.5" 795 5 100/1.8" 790 10 .................................................... . 785 15 780 20 775 25 770 30 765 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 12 LOG OF BORING BORING B-12 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/17/17 Elev.: 810.9 Location: Sta. 74+12.08, 416.49 RT, McCart Avenue, Fo Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf Hard, dark brown CLAY 4.5+ 810 27 67 26 91 88 4.5+ 4.5+ .................................................... Hard, tan Silt C� ..... ..... ..... ................... ......... 4.5+ ........... 15 32 18 14 85 4.5+ 5 805 .................................................... ..... ..... ..... ................... ......... ........... Tan Weathered LIMESTONE with clay layrs 10012 .11 .... ............................. .................... 800 15 795 20 790 25 785 30 780 35 775 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 13 LOG OF BORING BORING B-13 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/17/17 Elev.: 823.8 Location: Sta. 81+39.08, 170.28 RT, McCart Avenue, Fo Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf Hard, brown CLAY 4.5+ 23 51 22 29 76 4.5+ 4.5+ 4.5+ 820 19 69 25 44 49 4.5+ Hard, tan Silty CLAY 4.5+ 14 35 16 19 82 4.5+ 815 4.5+ 10 .................................................... ..... ..... ..... ................... ......... ........... 810 15 805 20 800 25 795 30 790 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 14 LOG OF BORING BORING B-14 Project: McCart Avenue & McPherson Boulevard Date: 3/17/17 Elev.: 820.6 Location Depth to water at completion of boring: Dry Depth to water when checked: During Drilling Depth to caving when checked: Project No.: E17-112 Sta. 85+14.20, 12.54 RT, McCart Avenue, Fort Worth, Texas was: Dry was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf 820 0 .................................................... Very stiff to hard, brown CLAY ..... ..... ..... ................... ...4.5... ........... 18 68 25 43 72 4.25 4.0 3.25 20 61 23 38 76 4.5+ 5 815 .................................................... Hard, tan Silty CLAY ..... ............................. ......... 4.5+ ........... 11 32 16 16 97 4.5+ 4.5+ 10 .................................................... ..... ..... ..... ................... ......... ........... 810 15 805 20 800 25 795 30 790 35 785 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 15 LOG OF BORING BORING B-15 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/17/17 Elev.: 811.1 Location: Sta. 89+25.47, 38.32 RT, McCart Avenue, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % ILL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf Very stiff, dark brown CLAY 3.7s 810 17 109.8 3.5 3.85 3.0 2.5 .................................................... Hard, Tan Si.Ity CLAY ..... 14 ..... 39 ..... 16 ................... 21 47 ......... 4.5+ ........... 5 805 12 114.0 4.5+ 3.55 4.5+ 10 .................................................... ..... ..... ..... ................... ......... ........... Tan Weathered LIMESTONE with clay 800 layers 100/2" 15 795 .................................................... Gray LIMESTONE with marl layers ..... ..... ..... ................... ......... ........... 100/0.81, 20 790 with marl layers @ 2 V 100/1° 25 .................................................... ..... ..... ..... ................... ......... ........... 785 30 780 35 775 Notes: Completion Depth: 25 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 16 LOG OF BORING BORING B-16 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/17/17 Elev.: 815.3 Location: Sta. 94+03.93, 9.54 LT, McCart Avenue, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf 815 a........ ...... ........................... Very stiff, dark brown CLAY . 2.25 26 51 23 28 78 2.25 2.25 3.25 .................................................... Hard, tan Silt C� ..... 14 ..... 46 ..... 20 ................... 26 90 ......... 4.5+ ........... 810 5 11 28 16 12 84 4.5+ 4.5+ 805 10 .................................................... ..... ..... ..... ................... ......... ........... 800 15 795 20 790 25 785 30 780 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 17 LOG OF BORING BORING B-17 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/17/17 Elev.: 813.4 Location: Sta. 107+53.58, 31.31 LT, McCart Avenue, F Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf Stiff to very stiff, dark brown CLAY 27 51 22 29 72 1.5 2.2 810 2.25 .................................................... Very stiff to hard, tan S1� CLAY ..... 17 ............................. 39 20 19 73 ......... 3. 0 ........... s 16 39 19 20 95 4.5+ 805 4.5+ 10 .................................................... ..... ..... ..... ................... ......... ........... 800 15 795 20 790 25 785 30 780 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 18 LOG OF BORING BORING B-18 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/17/17 Elev.: 817.8 Location: Sta. 112+17.90, 30.05 LT, McCart Avenue, F Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf Hard, dark brown CLAY 4.5+ 20 79 27 52 74 4.5+ 4.5+ 815 4.5+ .................................................... Hard, tan Silt C� ..... 10 ..... 31 ..... 19 ................... 12 88 ......... 4.5+ ........... s 4.5+ 810 Tan Weathered LIMESTONE with clay 100/2.5" layers ............................ .................... 805 15 800 20 795 25 790 30 785 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 19 LOG OF BORING BORING B-19 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/17/17 Elev.: 809.6 Location: Sta. 116+31.80, 9.07 LT, McCart Avenue, Fort Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf o .............. ......... .......................... Hard, brown CLAY ..... ............................. .................... 4.5+ 20 63 24 39 72 4.5+ .................................................... Hard, tan Silty CLAY ..... ..... ..... ................... ......... 4.5+ ........... 4.5+ 12 35 17 18 90 4.5+ 805 5 14 44 22 22 99 4.5+ ...................................................... Tan Weathered LIMESTONE with cla.. ............................. .................... 100/1.5" layers aoo 795 15 790 20 785 25 780 30 775 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 20 LOG OF BORING BORING B-20 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/17/17 Elev.: 800.7 Location: Sta. 120+60.84, 60.76 LT, McCart Avenue, F Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf Stiff to very stiff, dark brown to brown 800 CLAY 25 66 26 90 83 3.5 3.0 2.5 21 62 25 37 79 1.75 5 795 .................................................... ..... ..... ..... ................... ......... ........... Tan Weathered LIMESTONE with clay layers 100/6" .... ..... ..... ................... ......... ........... 790 15 785 20 780 25 775 30 770 35 765 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 21 LOG OF BORING BORING B-21 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/17/17 Elev.: 801.1 Location: Sta. 124+76.64, 47.14 LT, McCart Avenue, F Depth to water at completion of boring: Dry Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf Very stiff to hard brown CLAY with 3.25 800 broken limestone 24 54 23 31 78 3.75 4.0 4.25 20 44 20 24 82 4.5+ 5 795 .... .... .. ................... .. Tan Weathered LIMESTONE with clay ..... ..... ..... ................... ......... ........... layers 50/15" 10 50/17" 790 15 785 20 780 25 775 30 770 35 765 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 22 LOG OF BORING BORING B-22 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 4/13/17 Elev.: 824.7 Location: Sta. 24+55.31, 22.91 RT, W. Cleburne Road, Depth to water at completion of boring: Dry Fort Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf Hard, dark brown to light brown CLAY 4.5+ 26 66 26 40 91 4.5+ .................................................... Hard, tan Silty CLAY ......................................................... ..... ..... ............................. ..... ................... ......... 4.5+ .................... ........... Hard, tan Weathered LIMESTONE 100/0.3" 820 5 100/0.7" 815 10 810 15 805 20 800 25 795 30 790 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 23 LOG OF BORING BORING B-23 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 4/13/17 Elev.: 823.5 Location: Sta. 29+81.31, 32.89 RT, W. Cleburne Road, Depth to water at completion of boring: Dry Fort Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf Very stiff, dark brown CLAY 32 63 27 36 92 3.0 4.0 820 .................................................... Hard, tan Weathered LIMESTONE with ..... ..... ..... ................... ......... ........... 100/0.5" Clay layers 5 815 4.5+ 10 .................................................... ..... ..... ..... ................... ......... ........... 810 15 805 20 800 25 795 30 790 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 24 LOG OF BORING BORING B-24 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 4/13/17 Elev.: 824.3 Location: Sta. 30+52.96, 13.48 RT, McPherson Depth to water at completion of boring: Dry Boulevard, Fort Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf 0 ...................................... Hard, dark brown to brown CLAY ..... ..... ..... ................... ...4.0... ........... 24 63 25 38 82 4.5+ 4.5+ .................................................... Hard, tan Weathered LIMESTONE with ..... ..... ..... ................... ......... ........... 820 100/0.7" clay layers 5 815 100/0.5" 10 .................................................... . 810 15 805 20 800 25 795 30 790 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 25 LOG OF BORING BORING B-25 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 4/13/17 Elev.: 926.8 Location: Sta. 35+56.11, 0.33 RT, McPherson Boulevard, Depth to water at completion of boring: Dry Fort Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf Hard, dark brown to light brown CLAY 4.5+ 23 55 22 33 69 4.5+ 925 .................................................... ..... ..... ..... ................... ......... ........... Hard, light brown Silty CLAY 4.5+ 15 35 19 16 80 4.5+ 5 .................................................... Hard, tan Weathered LIMESTONE with ..... ..... ..... ................... ......... ........... clay layers 920 100/0.3" 10 .............................................. ..... ..... ..... ................... ......... ........... 915 15 910 20 905 25 900 30 895 35 890 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 26 LOG OF BORING BORING B-26 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/28/17 Elev.: 814.9 Location: Sta. 40+61.26, 1.49 LT, McPherson Boulevard, Depth to water at completion of boring: Dry Fort Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf Hard, dark brown CLAY 4.5+ 24 69 27 42 97 4.5 4.5+ .................................................... Hard, light brown Silt C� with ..... 16 ..... 31 ..... 16 ................... 15 36 ......... 4 . 5+ ........... 810 5 ents ...limestone fragm........ .....�.............................. . ..... . Hard, tan Weathered LIMESTONE with clay layers 100/0.5" 805 10 .................................................... ..... ..... ..... ................... ......... ........... 800 15 795 20 790 25 785 30 780 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 27 LOG OF BORING BORING B-27 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 4/5/17 Elev.: 805.3 Location: Sta. 44+73.41, 60.03 LT, McPherson Depth to water at completion of boring: Dry Boulevard, Fort Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % ILL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf 805 Stiff to very stiff, dark brown CLAY 2.2s 26 73 28 45 83 1.75 .................................................... Tan Weathered LIMESTONE with clay ..... ..... ..... ................... ......... ........... layers 100/0.7" 800 5 100/2.5" 795 10 .................................................... Gray LIMESTONE with marl layers ..... ..... ..... ................... ......... ........... 100/0.7" 790 15 == .................................................... Gray MARL with limestone layers ..... ..... ..... ................... ......... ........... 100/4.5" 785 20 100/8.3" 780 --- 25 --- .................................................... ..... ............................. ......... ........... 775 30 770 35 Notes: Completion Depth: 25 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 28 LOG OF BORING BORING B-28 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 4/5/17 Elev.: 801.9 Location: Sta. 48+37.42, 48.06 LT, McPherson Depth to water at completion of boring: Dry Boulevard, Fort Worth, Texas Depth to water when checked: During Drilling was: 4 feet Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % ILL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf 800 795 790 785 780 775 770 765 5 10 15 20 25 30 35 100/1" 100/0.8" 100/0.8" 100/8.5" 100/7.8" 100/6.5" Very stiff, dark brown CLAY .................................................... Tan Weathered LIMESTONE with clay layers ... ay .............. LIMESTONE ...... with .. marl ..... layers ... Gr......... .................................................... Gray MARL with limestone layers 33 ..... ..... ..... 76 ............................. ............................. ..... 27 ..... 49 ................... 92 3.0 ......... ......... ......... ........... ........... ........... --- === --- --- --- Notes: Completion Depth: 30 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 29 LOG OF BORING BORING B-29 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 4/5/17 Elev.: 800.6 Location: Sta. 49+20.03, 96.63 RT, McPherson Depth to water at completion of boring: Dry Boulevard, Fort Worth, Texas Depth to water when checked: During Drilling was: 4 feet Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. PCf P.PEN tsf UNCON. tsf 800 - 795 - 790 - 785 - 780 - 775 - 770 - 765 - 0 5 10 15 -20 -25 30 35 . . . 100/1.8" . 100/0.8- 100/4" 100/8" 100/6 . .................................................... Hard, dark brown CLAY with limestone ..fr4gm�nts Tan Weathered LIMESTONE with clay layers ......................................................... Hard, tan Silty CLAY with limestone .................................................... Tan Weathered LIMESTONE .................................................... Gray LIMESTONE with marl layers .................................................... Gray MARL with limestone layers ........................................... ........ ..... ..... ..... ..... ..... ..... ..... .... .. ..... ..... ..... ..... ..... ..... ....... ................... ................... ................... ................... .. .... ......... ......... ......... ......... ........... ........... ...... ... ....... Notes: Completion Depth: 30 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 30 LOG OF BORING BORING B-30 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/28/17 Elev.: 799.2 Location: Sta. 51+23.61, 265.10 RT, McPherson Depth to water at completion of boring: Dry Boulevard, Fort Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI 200 % D.D. pcf P.PEN tsf UNCON. tsf o................................................. Hard to veiy stiff, dark brown CLAY ..... ............................. ......... 4.5+ ........... 28 69 26 43 99 98.1 2.5 1.2 2.5 .................................................... Hard, brown and light brown Silty CLAY ..... ..... ..... ................... ......... 2.0 ........... 795 with limestone 18 50 24 26 32 99.2 4.5+ 0.8 5 22 47 23 24 81 4.5+ .......... Hard, tan Weathered LIMESTONE 2.0... ........... 790 100/0.3" 10 .................................................... ..... ..... ..... ................... ......... . 785 15 780 20 775 25 770 30 765 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 31 LOG OF BORING BORING B-31 Project: McCart Avenue & McPherson Boulevard Project No.: E17-112 Date: 3/28/17 Elev.: 799.3 Location: Sta. 71+52.86, 88.02 RT, McCart Boulevard, Depth to water at completion of boring: Dry Fort Worth, Texas Depth to water when checked: During Drilling was: Dry Depth to caving when checked: was: ELEVATION/ DEPTH (feet) SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC % LL % PL % PI -200 % D.D. pcf P.PEN tsf UNCON. tsf 0 .................................................... Hard, dark brown CLAY with limestone ..... ............................. ......... 4.5+ ........... fragments ............................. ............... z . 0 100/0.3 Very hard, tan Weathered LIMESTONE 795 100/0.3" 5 790 100/1.3" 10 .................................................... . 785 15 780 20 775 25 770 30 765 35 Notes: Completion Depth: 10 feet. GEOTEL ENGINEERING, INC. FIGURE NO.: 32 KEY TO LOG TERMS & SYMBOLS Symbol Description Symbol Description Strata symbols Misc. Symbols Clay Water table at boring completion Variable gravel �_ Water table and silty sand when checked mix Clay, Silty N Boring continues CLAY, Shaley Soil Samplers Thin wall Shelby Tube Limestone ❑ THD penetration test LIMESTONE, Weathered Auger , lmmoww' LIMESTONE, Severely `wwrur mn�ssWeathered MARL Notes: 1. Exploratory borings were drilled on dates indicated using truck mounted drilling equipment. 2. Water level observations are noted on boring logs. 3. Results of tests conducted on samples recovered are reported on the boring logs. Abbreviations used are: DD = natural dry density (pcf) LL = liquid limit (%) MC = natural moisture content PL = plastic limit (%) Uncon.= unconfined compression (tsf) PI = plasticity index P.Pen.= hand penetrometer (tsf) -200 = percent passing #200 4. Rock Cores Recovery = sum of core sample recovered divided by length of run, expressed as percentage. RQD = (Rock Quality Designation) sum of core sample recovery 4" or greater in length divided by the run, expressed as percentage. FIGURE NO.: 331 GEOTEL ENGINEERING, INC. SWELL TEST RESULTS BORING NO. DEPTH (FT) ATTERBERG LIMITS IN -SITU MOISTURE CONTENT (%) FINAL MOISTURE CONTENT LOAD (PSF) VERTICAL SWELL LL PL PI B-1 4-5 75 26 49 27.3 30.2 500 1.6 B-5 4-5 60 25 35 24.4 28.3 500 1.2 B-11 1-2 64 25 39 26.4 29.1 250 0.8 B-12 1-2 67 26 41 27.2 29,5 250 1.2 B-13 1-2 51 22 29 23.4 28.2 250 2.3 B-14 4-5 61 23 38 20.3 26.5 500 2.3 B-16 1-2 51 23 28 26.3 27.8 250 0.8 B-17 1-2 51 22 29 27.1 29.3 250 0.2 B-18 1-2 79 27 52 20.2 26.5 250 2.3 B-19 1-2 63 24 39 22.1 27.1 250 2.6 B-20 1-2 66 26 40 25.3 26.8 250 1.8 B-21 1-2 54 23 31 24.3 26.7 250 1.1 B-24 1-2 63 25 38 24.1 27.1 250 2.2 B-25 1-2 55 22 33 23.4 26.5 250 1,8 B-26 1-2 69 27 42 24.4 28.1 250 1.9 PROCEDURE: SAMPLE PLACED IN CONFINING RING, DESIGN LOAD (INCLUDIG OVERBURDEN) APPLIED, FREE WATER MADE AVAILABLE, AND SAMPLE ALLOWED TO SWELL COMPLETELY. LOAD REMOVED AND FINAL MOISTURE CONTENT DETERMINED HYDRATED LIME AND pH SERIES REPORT TEST SAMPLE: Boring B-11, Depth: 1'-2' 15 14 13 12 - -- -- -- ----------- ---- - -- --- — ------ -------- _------- ------- -------- 11 x a 10 -- - --- t 8 6 0 2 4 6 S 10 12 Hydrated Lime (%) Test Specification: ASTM D-6276 Symbol Material Description USCS —0— Dark Brown CLAY CH Hydrated Lime, % pH 0 8.75 2 12.28 4 12.36 6 12.42 8 12.45 10 12.45 HYDRATED LIME AND pH SERIES REPORT TEST SAMPLE: Boring B-18, Depth: V-2' 15 14 - - - ------ 13 -- -- -+---- - :::----- ---- --- - ----------- — 12 -------- ----- - ------- -------- 11 x a -- - --- 10 - 9 t 8 7 6 0 2 4 6 8 10 12 Hydrated Lime (%) Test Specification: ASTM D-6276 Symbol Material Description USCS —0— Dark Brown CLAY CH Hydrated Lime, % pH 0 8.80 2 12.30 4 12.41 LIME/pH SERIES TESTS 6 12.45 MCCART AVENUE 8 12.46 B-18, V-2' 10 12.46 FORT WORTH, TEXAS REPORT NO. F GURE NO. GEOTEL I E17-112 36 HYDRATED LIME AND pH SERIES REPORT TEST SAMPLE: Boring B-25, Depth: V-2' 15 14 - - - ------ 13 --- -- -+---- ----- ---- --- - ----------— 12 --- -- ------- 11 x a -- - --- 10 9 t 8 7 6 0 2 4 6 8 10 12 Hydrated Lime (%) Test Specification: ASTM D-6276 Symbol Material Description USCS —0— Dark Brown CLAY CH Hydrated Lime, % pH 0 8.70 2 11.94 4 12.21 LIME/pH SERIES TESTS 6 12.40 MCPHERSON BOULEVARD 8 12.42 B-25, V-2' 10 12.45 FORT WORTH, TEXAS REPORT NO. F GURE NO. GEOTEL I E17-112 37 HYDRATED LIME AND PI SERIES REPORT TEST SAMPLE: Boring B-11, Depth 1'-2' 50 45 40 35 - ----- ----- - 30 a ---- --- -- -- ----- +-- --- -- ---------- 25 — - - 20 -- — -------------- 10 i 5 0- 0 1 2 3 4 5 6 7 8 9 10 11 12 Hydrated Lime (%) Test Specification: TEX 112E Symbol Material Description IISCS —0— Dark Brown CLAY CH Hydrated Lime, % PI 0 39 2 29 4 22 6 17 8 13 10 12 HYDRATED LIME AND PI SERIES REPORT TEST SAMPLE: Boring B-18, Depth 1'-2' Test Specification: TEX 112E Symbol Material Description IISCS —0— Dark Brown CLAY CH Hydrated Lime, % PI 0 52 2 34 4 24 6 18 8 14 10 13 HYDRATED LIME AND PI SERIES REPORT TEST SAMPLE: Boring B25, Depth V-2' 55 50 45 - -------- ------ -- 40 - ---- ----- ------- --- ---- 35 - 30 FL ---- ----- ---- ------ -- -- - 25 -- -- - - -- -- - 20 - - 15 i -I 5 - --- - ---- - -- --- --- { --- --------- 0 0 1 2 3 4 5 6 7 8 9 10 11 12 Hydrated Lime (%) Test Specification: TEX 112E Symbol Material Description IISCS —0— Dark Brown CLAY CH Hydrated Lime, % PI 0 33 2 25 4 20 6 15 LIME/ATTERBERG SERIES TESTS 8 13 MCPHERSON BOULEVARD 10 12 B-25, V-2' FORT WORTH, TEXAS REPORT NO. F GURE NO. GEOTEL I E17-112 40 I GEOTEL Geotechnical, Environmental and Construction Material Services CLIENT: PROJECT: LOCATION: SULFATE TEST REPORT (TEX-145-E) Bridgefarmer & Associates, Inc. McCart Avenue & McPherson Blvd. Dallas, Texas REPORT DATE: 5/5/2017 GEI REPORT NO.: E17-112 DISTRIBUTION: GEOTEL ENGINEERING, INC. 2906 Ladybird Lane Dallas, Texas 75220 972-850-2900 Fax 972-850-2901 SULFATE TEST RESULTS TEST NO. SAMPLE LOCATION SAMPLE DESCRIPTION SULFATE (mg/kg or ppm) 1 Boring B-1, Depth: 1'-2' Light Brown Clay 320 2 Boring B-11, Depth: 1'-2' Dark Brown Clay 200 3 Boring B-12, Depth: 1'-2' Dark Brown Clay 260 4 Boring B-16, Depth: 1'-2' Dark brown Clay <200 5 Boring B-18, Depth: 1'-2' Dark Brown Clay 240 6 Boring B-24, Depth: 1'-2' Dark Brown Clay 200 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of GEI. Results apply only to above tests. FIGURE 41 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: McCart Avenue & McPherson Boulevard Route: Location: Fort Worth, Texas Owner/Agency: City of Fort Worth, Texas Design Engineer: Rigid Pavement Design/Evaluation Concrete Thickness 5.89 inches Load Transfer Coefficient 3.00 Total Rigid ESALs 625,000 Modulus of Subgrade Reaction 222 psi/in. Reliability 90,00 percent Drainage Coefficient 1.00 Overall Standard Deviation 0.39 Initial Serviceability 4.50 Flexural Strength 620 psi Terminal Serviceability 2.00 Modulus of Elasticity 4,000,000 psi u.. .. ,. .f Resilient Modulus of the Subgrade Unadjusted Modulus of Subgrade Reaction Depth to Rigid Foundation Loss of Support Value (0,1,2,3) 4,000.0 psi 222 psi/in 0.00 feet 0.0 Modulus of Subgrade Reaction 222 psi/in. Friday, June 9, 2017 10:31:38AM Engineer: Wei Zhang FIGURE 42 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 A V� A W N O lD 00 V D T D p 'O z •^,� _ - N 7Z y z 0 O 3 Z CS OIV - O w b = 00 00 W Oo 00 00 W OWl 01 O N N ~O 00 D) O n n n n n090 < < < < < < < < v < < < v < N 1 N 1 v < O z O z O z O z O z v < v < < a m m n n n n n n n n n n n n n n n n v g Y Y, o a L1 0 N D N D N D N D N D N D N D N D N D N D N D N -� < yDj i o Z Z Z Z Z Z Z Z Z Z z o t O O ao t A y A W N A N N A? 00 t0 1 m ? A W z * _. 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T 3 \ _ 3 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 GC-6.06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 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 McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH McCart Avenue (Phase 1 & 2) and McPherson Boulevard STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. CO2505 Revised July 1, 2011 CITY OF FORT WORTH FO RT WO RT H , WATER DEPARTMENT STANDARD PRODUCT LIST Updated: &.18-25 Approvall Spec No. Classsification I Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39.10 (Rev 2/3/16) 0723/97 33 05 13 Urethane Hydro hfltc Watcrsl Ambi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM D2240/D412/1)792 0426100 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 0426100 33 05 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 250.4G Gasket ASTM C-443/C-361 SS MH 1/26/99 33 05 13 HDPE Manhole Ad' slmem Rin"s Lad.. Inc HOPE Adjustment RingTraffic and Non -traffic area 5/13/05 33 05 13 Manhole External Wra Canusa - CPS Wra idSeal Manhole Encapsulation Svstem Water & Sewer- Manholes & Bases/Fiber-lass 33-39-13 (1/8/131 1/26/99 1 33 39 13 IFiberglass Manhole 11 Fluid Containment, Inc. Flowtite ASTM 3753 NondrafFic area 08/30/06 1 33 39 13 IFiberglass Manhole I L.F. Manufacturing Non -traffic area Water & Sewer- Manholes & Bases/Frames & Covers/Rectaneular 33-05-13 (Rev 2/3/16) 33 05 13 IMa.hl. Frames and Covers Western Iron Works. Bass & Hays Foundry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) 33 05 13 Manhole Formes and Covers Western Iron Works. Bass & Hays Foundry 30024 24" Dia. 33 05 13 Manhole Frames and Covers McKinlov Iron Works lne. A 24 AM 24" Dia. 0824/18 33 05 13 Manhole Frames and Corers Neenah Found R-1272 ASTM A48 & AASHTO Maw, 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 33 05 13 Manhole Frames and Covers Sigma Co ration MH-144N 33 05 13 Manhole Frames and Covers Sigers Co mtlon MH-143N 33 05 13 Manhole Frames and Corers Pont-A-Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Curers Neenah Casting 24" dicta 10/31/06 33 05 13 Manhole Frames and Cox ers Pon cd) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 33 05 13 Manhole Frames and Coycrs Saint-Gobain Pi clines Pamres/runs) RE32-R8FS 30" Dia. 01/31/06 33 05 13 30" Dia. MH Ring and Cmer East Jordan Ion Works V 1432.2 and V1483 Designs AASHTO M306.04 30" Dia. 11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation M111651 FWN&MH16502 30" Dia 07/19/11 33 05 13 .30" Dia. MH Rm and Cover Star Pipe Products MH32FTWSS-DC 30" Dia 08/10/11 33 05 13 30" Dia. MH Ring and Cmer Accucast 220700 Heaw Duty with Gasket Ring 30" Dia 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIGT-Gasket ASSHTO M105 & ASTM A536 30" Dia 06/01/17 3405 13 30" Dia. MH Ring and Cover (Lockable) Cl SIP Industries 2280 (32") ASTM A 48 30" Dia. 12/05/23 3405 13 30" Dia. MH Ring and Cmer (Hinged & Lockable) Cl SIP Industries 4267WT - Hinged 32") ASTM A 48 30" Dia. 09/16/19 33 05 13 30" Dia. MH Ringand Cmer Composite Access Products. L.P. CAP-ONE-30-FTW. Composite, w/ Lock rv/o I-Rn 30" Dia. 10/07/21 3405 13 30" Dia, MH Ring and Cover Trumbull Manufacturing 32" 30" Frame and Cover 30" Dia. Water &Sewer- Manholes &Rases/Frames & Covers/Water Tiuht & Presspre Titrht 33-05-13 (Rev 2/3/161 33 05 13 Manhole Frames and Coycrs Pont-A-Mousson Panmght 24" Dia. 33 05 13 Manhole Frames and Corers Neenah Casting 24" Dia. 33 05 13 Manhole Frames and Corers Western Imn WorksDass & Hays Foundry 300.24P 24" Dia. 33 05 13 Manhole Frames and Covers McKinley bun Works Inc. WPA24AM 24" Dia. 03/08/00 33 05 13 Manhole Frames and Cmers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01. 33 05 13 Manhole Frames and C. (SEP)Sermarporc Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) 33 39 10 Manhole. Precast Concrete Hydra Conduit Corp SPL It.. #49 ASTM C 478 48" 33 39 10 Manhole. Precast Concrete Wall Concrete Pip, Co. 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 48" w/32" cone 12/05/23 33 39 10 Manhole. Precast Concrete The Tuner Company 72" T.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/1 R 33 39 10 Manhole. Precast Concrete The Tuner Company 48". 60" T.D. Manhole w/ 32" Cone ASTM C 478 48". 60" 09/03/24 33 39 10 Manhole. Precast Concrete Oldeastle Precast Inc. Manhole. rang mr top, o Transition Cones ASTM C 478 48" to 84" I.D. 06/09/10 33 39 10 Manhole. Precast Reinforced Polymer Concrete US Composite Pie Reinforced Polvmer Concrete ASTM C-76 48" to 72" 09/06/19 33 3920 Manhole Precast Concrete Forterra Pipe and Precast 60" & 72" T.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 3920 M-1101e. Precast Concrete Forlerra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 3920 Manhole. Precast Reinforced Polymer) Concrete Anamock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 3920 Manhole. Precast (Hybrid)Polymer & PVC Geneva Pi and Precast real Systems) 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas 03/07/2 3 33 39 20 Manhole. Precast Concrete AmeriTex Pipe and Products, LLC 4R" & 60" I.D. Manhole w/32" Cone ASTM C-478; ASTM C-923; ASTM C-443 03/07/23 33 3920 Manhole. Precast Reinforced Polnner Concrete P3 Polymers. RockHardsc 48" & 60" T.D. Manhole w/32" Cone 0428/07 IManhole, Precast (Reinforced Polymer) Concrete Amitech USA Meyer Polvcrete Pipe Sewer -(WAC) Wastewater .Access Chamber 33 39 40 1229/23 33 3920 For use when Std. MH cannot be 1 Wastewater Access Chamber Quickstream Solutions, Inc. Type 8 Maintenace Shaft (Po it) installed due to depth Water & Sewer- Manholes & Bases/RehaIt Svstems/Cementitious EI-14 Manhole Rehab Sy stems Quadex 04/23/01 E1-14 Manhole Rehab Svstems Standard Cement Materials, Inc. Reliner MSP E1-14 Manhole Rehab Svstcnrs AP/M Permafon r 4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 E1-14 Manhole Rehab Svstem (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair F1exKrete Technologies,Tecturelogies, Vinvl Polvester Repair Product Mise. Use * From Original Standard Products List CITY OF FORT WORTH FO RT WO RT H , WATER DEPARTMENT STANDARD PRODUCT LIST Updated: &.18-25 Approval Spec No. Classsitication I Manufacturer Model No. National Spec Size Water & Sewer- Manholes & Bases/Rehab S stems/NonCementitious 05/20/96 E 1-14 Manhole Rehab Svstems S ravro . Spray Wall Polyurethane Coming ASTM D639/D790 12/14/01 Coaling for Corrosionprotection(Exterior) ERTECH Series 20230 and 2100 (Ast,hatic Emulsion) structures On - 01/31/06 Coatings for Corrosion Protection Chesterton Am 791, S11113. Sl. S2 Acid Resistance Test Sewer A lications 8/28/2006 Coatings for Corrosion Protection Warren Envimmamrdal S-301 and M-301 Sewer Applications 03/19/18 33 11 16, 33 39 11, 33 39 20 Coatis for Corrosion protection(Exterior) Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade A hattc Emulsion) For Exterior Coating of Concrete Structures Only Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/161 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. 33 05 13 Manhole Insert South Western Packs . Made to Order - Plastic ASTM D 1248 For 24" dia. 33 05 13 Manhole Insert NoOow-Intlmv Made to Order -Plastic ASTM D 1248 For 24" dia. 09/23/96 33 05 13 Manhole Insert Sontl—stem Packing & Seals. Inc. LifeSaver - Stainless Steel For 24" dia. 09/23/96 33 05 13 Manhole Insw S.dhwestem Paclang & Seals. Inc. Tetherl ok - Stainless Steel For 24" dia Water & Sewer - Pine Casing Spacers 33-05-24 (07/01/131 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 Casing Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powemhock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spamr(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non_pressnre Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12. CSS12 09/03/24 33 05 13 Casing Spacers Raci (Completely HDPE) Per :Manufacturers Requirements (Sewer Applications Only) g° - 12" (Sewer Only) Water & Sewer- Pines/Ductile Iron 33-11-1011/8/l3) 33 11 10 Ductile Iron Pipe Griffin Pie Products, Co. Super Bell-Tite Ductile Imo Pressure Pipe. AW WA C150, C151 3" thm 24" 08/24/18 33 11 10 Ductile Iran Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" ILru 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150. C 151 4" thm 30" 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150. C151 • 33 11 10 Ductile lrmr Pipe McWane Cast Iron Pipe Co. AWWA C150. C151 Water & Sewer- Utility Line Marker (08/24/2018) Sewer - Coatings - 9-60 01/08/13 02/25/02 E o. tiLining S yslem Sauereisen, Inc SmerGard 210RS LA County #210.1.33 12/14/01 E o Lining System Erlech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pie Coatis Ied— Protecto 401 ASTM B-117 Ductile Iron Pipe Only 01131/06 Coatings for Corrosion Protection Chesterton Arc 791, SHIP. St. S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Emirman mat S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer- Combination Air Valves 05/25/18 33-31.70 Air Release Vahe A.R.]. USA. Inc. D025LTP02 Com site Body) 2" Sewer - Pipes/Concrete El-04 I Conic. Pipe. Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 E I.2 Conic. Pipe. Reinforced Hydro Conduit Corporation Class IB T&G. SPL Ile. #77 ASTM C 76 El-04 Cone. Pipe. Reinforced Hanson Concrete Products -pipe ASTM C 76 EI-04 Conc. PI , Reinforced Concrete Pipe & Products Co. hrc. ASTM C 76 Sewer -Pine F.nlargment System (Methodl33-31-23 (Ol/18/131 PIM System PIM Corporation Polyetbvlene PIM Corp.. Piscam Way. N.J. Approved Pmriously McC.—Il Systems McLal Construction Polvetlwlene Houston. Texas Approved Pmviously TRS Svstems I T..Chless R lamment S stem Po1vcthvlene CaIgury, Canada Approved Preciously Sewer - Pim/Fibendass Reinforced/ 33-31-13(1/8/l3) 7/21197 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Hobas Pi Non -Pressure ASTM D3262/133754 03/22110 33 31 13 Fiberglass Pi (FRP) Ameron Bondstmnd RPMP Pic ASTM D32621D3754 04/09/21 33 31 13 Glass -Fiber Reinerced Polymer Pi (FRP) Thompson Pipe Group T1rom p son Pipe Flowtite) ASTM D3262/D3754 03/07/23 33 31 13 Fiberglass Pi (FRP) Future Pie Industries Fiberstmng FRP ASTM D3262, ASTM D3681. ASTM D4161, AW WA M45 09/03/24 33 31 13 Fiberglass Pipe (FRP) Superht Pont Sanayi A.S. Superlit FRP ASTM D3262. ASTM D3517. ASTM 3754. AW WA C950 • From Original Standard Products List CITY OF FORT WORTH FO RT WO RT H , WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. I Classsitication Manufacturer Model No. National Spec Size Sewer - Pi e/Pol er Pi e 4/14/05 Pol mer Modred Concrete Pi Amitech USA Meyer Polycrote Pi ASTM C33, A276. F477 8" to 102", Class V 06/09/10 El-9 Reinforced Polymer Concrete Pi US Cron ide Pie Reinforced Polymer Concrete Pi ASTM C•76 Sewer - Pioes/HDPE 33-31-23(1/8/131 Hith-density P.hoh,lcmpipc Phillips Drisci e. Inc. 'core Ductile Polyethriene Pie ASTMD 1248 W Hi h-deusity Ivclhe-Iene i e Plexco Inc. ASTM D 1248 8" }Fr h-densiy of ethylene i e Polly Pi . Inc. ASTM D 1248 8" Hi h-density poiycthvlcnc pipe I CSR Hydro Condi it/Pi line Svstoms I McConnell Pipc Enlaremeut ASTM D 1248 Sewer - Pi es/PVC Pressure Sewer 33-11-12 4/1/13 12/02/11 1 33-I1-12 DR-14 PVC PreSMM Pipe IPipelife Jctstream IPVC P[essure Pipe AW WA C900 4" thou 12" 10/22/14 1 33.11•12 DR•14 PVC Pressure Pipe IRoyal Building Products I Roval Seal PVC Pressure Pipe AW WA C900 V d[u 12" Sewer - Pipes/PVC* 33-31-20 (7/1/13) 33-31-20 PVC Server Pie J-M Manufacturing Co.. Inc. (JM Eagle) SDR-26 (PSI 15) ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Server Pie Diamond Plastics Corporation SDR-26 (PSI 15) ASTMD 3034 4" thin 15" 33-31-20 PVC Servcr Pie Lamson V lon Pipe SDR-26 (PSI 15) ASTM D 3034 4" thou 15" 12/05/23 33.31.20 PVC Serve[Pie Vin ltechPVCPi SDR•26 SI15 ASTM D3034 4"thou 15" 12/05/23 33-31-20 PVC Sewer Pie V. l[ech PVC Pi Grad Server PS .15 ASTM F 679 18" 33-31.20 PVC Sewer Pie J-M ManufacturingCo, Inc. (JM Ea le) PS 115 ASTM F 679 I'll. 21" 05/06/05 33-31.20 PVC Solid Wall Pipe Daunond Plastics Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31.20 IPVC Sower Fittings H.C. SDR-26 S 115 Gasket Fittings ASTM D-3034, D-1784. etc 4" - IS" " 33-31.20 PVC Scorer Fittings Plastic Trends, Inc.(Wcsdlake) Gaskeled PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 3120 PVC Sewer Pic Pi elife Jet Stream SDR 26 (PS Ili) ASTM F679 18"- 24" 3/19/2018 33 3120 PVC Server Pie Pi life Jet Stream SDR 26 ASTM D3034 4"• 15" 3/29/2019 33 3120 Gaskeled Fittings (PVC) GPK Products_ Inc. SDR 26 ASTM D3034 4"• 15" 10/21/2020 333120 PVC Sewer Pie NAPCO(Wesllake) SDR 26 ASTM 23034 4"•15" 10/22/2020 33 3120 PVC Sewer Pie Sanderson Pi Co . SDR 26 AS D3034 4"• 15" 10/21/2020 33 3120 PVC Server Pie NAPCO Westlake SDR 26 PS 115 ASTM F-679 18"- 36" * From Original Standard Products List CITY OF FORT WORTH FO RT WO RT H , WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. I Classsification Manufacturer Model No. National Spec Size Water- Avilturtenances 33-12-10 07/01/13 09/03/24 33-12-10 Double Strap Saddle Ford Meter Box Co.. Inc. 202B 1"-2" SVC, up to 16" Pipe 01/I8/18 33.12.10 Double Strap Saddle Rome 202NS N lon Coated AWWA C800 1"-2" SVC. up to 24" Pipe 08/28/02 Doable Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle 07/23/12 33.12-10 Double Strap Service Saddle Mueller Coinpany 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. Cum, Stop. Dbl Strap, Stainless NSF ANSI 372 1"-2" SVC. up to 24" Pip. 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M.6100MT & 61OMT 3/4" and V 10,27/87 Curb Sto s.Ball Meter Valves McDonald 4603B. 4604B. 6100M. 610OTM and 6101M I'A" and 2" 5/25/2019 33-12.10 Curb Stops -Ball Meter Valves Ford Meter Box Co.. Inc. FB600-7NL. FB 1600-7-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. FB6006-NL, FB1600.6-NL, FV23-666-W- NL. L22-66NL AWWA C800 1-1/2" 525/2018 33-12.10 Curb Stops -Ball Meter Valves Ford Meter Box Co_ Inc. FB6004-NL. FB 1600.4-NL, BI1-444-WR- NL. B22444-WR-NL. L21W4NL AWWA C800 1" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co.. Ltd. 13-..25000N. B-24277N-3. B-20200N-3, H- 15000N.. 11-1552N. H142276N AWWA C800, ANSF 61. ANSI/NSF 372 2" 5/25/2019 33-12-10 Curb Stops -Ball Meter Valves Mueller Co.. Ltd. B45 WON. B-20200N 3. B-24277N-3.H- 15000N. H-14276N. H-15525N AWWA C800, ANSF 61. ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co- Ltd. B-25000N. 5-20200N-3H-15000N. H- 1553ON AWWA C800. ANSF 61. ANSI/NSF 372 1" 0126/00 Coated Tapping Saddle with Double SS Surips 1CM Industries. Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33.12.25 Tapping Sleeve Coated Steel 1CM Industries. Inc. 4t2 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 0329/22 33-12.25 Tapping Sleeve Coated or Stainless Steel) 1CM Industries. Inc. 415 Tapping Sleet e AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleecc (Stainless Steel) Povrerscal 3490AS (Flan e) & 3490MJ 4"-8" and 16" 02/29/12 3342.25 Tapping Slccve Coated Steel Romac FTS 420 AWWA C-223 U p to 42" ud24" Out 0229/12 1 33-12.25 Tapping Slcevc (Stainless Steep Romac SST Stainless Steel AWWA C-223 Up to 24" iv/12" Out 02/29/12 33.12.25 Tapping Sleevc (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Gut 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clam 4" to 30" Plastic Meter Box w[Counposile Lid DFW Plastics Inc. DFW37C-12-IEPAFFTW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-IEPAF FTW 08/30/06 Plastic Meter Box vi/Crunposite Lid DFW Plastics Inc. DFW65C-14-IEPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water- Rnits. tints. and Gaskets 33-I I-05 [01/08/131 Nine Water- Combination Air Release 33-31-70 (01/O8/131 * EI.11 Combination Air Release Vah e GA Industries. Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B. ASTM A 1" & 2" EI.11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacumn Valves, Model No. 12" V & 2" EI.11 Cmnbination Air Release Valve Valve and Primer Corp APCO #143C. #145C and #147C I ". 2" & 3" Water- Dry Barrel Fire Hydrants 33-12-40 (01/1L 41 10/01/87 E-1-12 Dry Barrel Fire Hydrant American-DarlingVahc Drawin Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-142 Dry Barrel Fire Hydrant American Darling Vah a Shop Dmwing No. 94-18791 AWWA C-502 09/30/87 E-142 Dry Barrel Fire Hydrant Clow Corporation Shop Drmvin No. D-19895 AWWA C-502 01/12/93 E-bl2 Dry Barrel Fi. Hydrant Arerican AVK Com am Model 2700 AWWA C-502 08/24/88 E442 Dry Barrel Fire H dmnt Clow Corporation Drairiga D20435, D20436, B20506 AWWA C-502 E-142 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop D.wig No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Com anv Shop Drawing No. 13476 AWWA C-502 10/14/87 13442 Dry Barrel Fire Hydrant Mueller Com anv Shop Drawings. No. 6461 A423 Centurion AWWA C-502 01/15/88 E142 Dry Barrel Firc Hvdrmrt Mueller Company Shop Drawing 1`11-12 A423 Sn er Centurion 200 AWWA C-502 10/09/87 E-1-12 D Barrel Fire H dram U.S. Pi e & Foundry Shop D-virig No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control AFC Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hvdrant EJ (East Jordan Iron Works) WaterMaster 5CD250 Water - Meters 02/05/93 E 101-5 Detector Check Meter Ames Com nv Model l WO Detector Check Valve AWWA C550 4" - 10" 08/05/04 Ma eric Drive. Vertical Turbine Hersev Magnetic Drive Vertical I AWWA C701. Class 1 1 3/4" - 6" * From Original Standard Products List FORT WORTH., CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: &.18.25 jApprovall Spec No. Classsitication I Manufacturer I Model No. I National Spec I Size Water- Pipes/PVC (Pressure Water) 33-31-70 (01/08/13) 12/05/23 33-11.12 PVC Pressure Pipe Vinvltecb PVC Pi DR14 AWWA C900, AWWA C605, ASTM D1784 4"-16" 12/05/23 33-11.12 PVC Pressure Pie Vin (tech PVC Pip, DRI8 AWWA C900, AWWA C605, ASTMD1784 I6"-18" 09/03/24 33-11.12 PVC Pro— Pipe Northern Pipe Products DR14 AWWA C900, AWWA C605, ASTMD1784 4"•16" 09/03/24 33-11.12 PVC Pressure Pie Northern Pipe Products DR1S AWWA C900, AWWA C605. ASTMD1784 16"-18" 3/19/2019 33 11 12 PVC Pressure Pie Pi life Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 33 1112 PVC Pressure Pie Pi life Jet Stream DRI8 AWWA C900 16"-24" 5/25/2018 33 1112 PVC Pressure Pie Diamond Plastics Corporation DR 14 AWWA C900 4".12" 5/25/2018 33 11 12 PVC Pressure, Pie Diamond Plastics Co ration DR 18 AWWA C900 16"-24" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co.. Inc d/b/a JM Eagle DR 14 AWWA C900-16 UL 1285 ANSI/Ni F C FM k,12 4"Q8" 12/6/2018 33 1112 PVC Press rc Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 AW WA C900-16 ANSI/NSF UL 1285 61 FM 1612 16"-24" 9/62019 33 11 12 PVC Pressmc Pipe Underground Solutions Inc. DR)4 Fusible PVC AWWA C900 4" - 8" 9/6/2019 1 33 11 12 JPVC Pressure Pipe NAPCO(Wesdake) DR18 AWWA C900 16"-24" 9/62019 13 11 12 PVC Pressure Pipe NAPCO(Wesdake) DR14 AWWA C900 4"-12" 9/62019 1 33 1112 JPVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" Water- Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/OS/13) 0723/92 E1.07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & CI10 EI-07 Ductile Iron Furious Gdffm Pipe Products, Co. Mechanical Joint Fittings AWWA C. 110 El-07 Ductile Iron Fittin s McWane/Tvler Pi Union Utilities Division Mechanical Joint Fittings, SSB Class 350 A W WA C 153, C 111tC Ill 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 0226/14 El-07 MJ Fittin s Accueast Class 350 C-153 M] Fittings AW WA C153 4"-12" 05/14/98 EI-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flan a Uni-Flange Series 1400 AWWA CI11/C 153 4" to 36" 05/14/98 E1.24 PVC Joint Restraints Ford Meter Box Co./Uni-Flan e U.-Flange Series 1500 Circle -Lock AW WA Clll/C153 4" to 24" 11/09/04 E1-07 IDuctile Iron Joint Restraints One Bolt. Inc. One Bolt Restrained Joint Fitting AWWA Cl I VC116/C 153 4" to 12" 0229/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA Cl 1I/C116/C153 4" to I" 0229112 33-11.11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000(for PVC Pipe) AWWACIll/Cl]6/C153 4" to 24" 08/05/04 El-07 Mechanical Joint Retainer Glands PVC Sigma. Co. Sigma Om,Lok SLC4-SLC10 AWWA CIll/C153 4"to 10" 03/06/19 33.11.11 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma Onc-Lok SLCS4 - SLCS12 AWWA C111/053 4--to 12" 08/05/04 EI-07 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One-Lok SLCE .AWWA C I I I/C 153 12" to 24" 08A0/98 El-07 MJ Fittings(DIP) Sigma. Co. Sigma One-Lok SLDE AWWAC153 4"-24" 10/12/10 E1.24 Interior Restrained Joint Svslem S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1 624 4" to 12" 04/07/69 interior Restrained Joint System Halt. Hvdrognp-R ASTM D395. D412. D471, D573. D883, D1149. D1229. D1349. D1414. D1415, D1566. F913 4'-12" 08/16/06 El-07 Mechanical Joint Fittings SIP Industries(Seram re) Mechanical Joint Fittings AWWA C153 4" to 24" 11/07/16 33-11-1 l Mechanical Joint Retainer Glands Star Pipe Products. Inc. PVC Stargrip Series 4000 ASTM A536 AWWA C 111 11/07/16 33-11-1 I Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AWWA C I I I 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries Seram re EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AW WA C I 1 I 3"-48" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Scrampore) EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AWWA Cl 11 4"-12" 03/l9/18 33-11.11 Mechanical Joint Retainer Glands SIP Industries(Seranpom) EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC Pipe WASTM A536 AWWA C I11 16"-24" * From Original Standard Products List CITY OF FORT WORTH FO RT WO RT H , WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. I Classsification I Manufacturer Model No. National Spec Size Water - Pines/Valves & Fittin s/Resilient Seated Gate Valve* 33-12-20 05/13/15 Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 l6" 12/13/02 Resilient Wedge Gate Vaha American Flmy Control Series 2530 and Series 2536 AW WA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve .American Flow Control Series 2520 & 2524 (SD 94-20255) AW WA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 SD 94-20247 AW WA C515 16" 10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AW WA C515 4" 1 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 49" AFC 2500 AW WA C515 42" and 48" 0523/91 EI.26 Resilient Wedge Gate Valve .American AVK Com mry American AVK Resilient Seaded GV AW WA C509 4" to 12" 01/24/02 E1-26 IRcsilient Wedge Gate Valve American AVK Com mry 20" and smaller E1-26 Resilient Seated Gate Valve Kennedy 4" -12" E1-26 Resilient Seated Gate Valve M&H 4" - 12" EI.26 Resilient Seated Gate Valve Mueller Co. 4" -12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SO 6647) AW WA C515 16" 01/23/03 Resilient Wedge Gate Vahe Mueller Co. Series A2360 for I8"-24" SD 6709) AW WA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C•515 AW WA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AW WA C515 42" and 48" 01/28/88 E1-26 lResdient Wedge Gate Valve Clow Valve Co. AW WA 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 El•26 Resilient Wedge Gate Valve Clow Valve Co. Clint' RW Valve SD D•21652 AW WA C515 24" and smaller 1129/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AW WA C515 30" and 36" (Note 3 ) 11/30/12 Resilient Wedge Gate Valve ClowValve Co. Clow Valve Model 2638 AW WA C515 1 24" to 48" Note 3 65/08/91 E1.26 Resilient Seated Gate Valve Stockham Valves & Fittings AW W A C 509. ANSI 420 -stem. 4" - 12" El•26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Metmseal 250, rc uirements SPL #74 3" to 16" 10/26/16 33.12.20 Resilient Seated Gate Valve EJ (East Jordan lmn Works EJ H—Master Gate Valve & Boxes 09/24/18 Malco Gate Valve Mater-Nmea 225 MR AW WA/ANSI CI15/An21.15 4" to 16" Water - Pipes/Valves & FittinQs/Rubber Seated Butterfly Valve 3342-21 t07/10/141 EI.30 Rubber Seated Bu uerlly Valve Henn Pmu Co. AW WA C-504 24" E1-30 Rubber Seated Butterfly Valve Mueller Co. AW WA C•504 24"and smaller 1111199 EI.30 Rubber Seated Butterfly Valve Dezurik Valves Co. AW WA C•504 24" and larger 06/12/03 El-30 Vahnatic American Buttertiv Valve Valmatic Valve and Manufacturing Corp. Vahmatic American Butterfly Valve. AW WA C•504 Up to 84" diameter 04/06/07 El-30 Rubber Seated Butterfly Valve M&H Valve M&H Stvle 4500 & 1450 AW WA C-504 24" to 49" 03/19/18 33 1221 Rubber Seated Butterfly Valve G. A. Industries Golden Anderson AW WA C504 Butterfly Valve AW WA C•504 30"-54" 09/03/24 33 1221 Rubber Sealed Butterfly Valve American AVK Com w AW WA C504 Butterfly Valve Class 250B AW WA C•504 24" • 48" 3 05/12/05 EI.13 P.helh\ lone Enca,mcni Flexsol Packaging Fulton Enterprises AWWAC105 8mit LLD 05/12/05 EI.13 Pol ctlwlenc Enesstnent Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 it LLD 05/12/05 El•13 Polyethylene Encasment AEP Industries Bullstron by Cowtmm Boll & Gasket AW WA C 105 8 it LLD 09/06/19 33-11-11 Polyethylene Encasment Nurthtown Products Inc. PE Encasement for DLP AW WA C105 8 mil LLD Water - Sm Ointi 03/07/23 33 11 fin Water Sampling Station Kupferle Foundry Com an Eclipse, Number 88 , 12•inch Depth of B— As shown in . 33 12 50 99(99124 33ii EB WateF6emp{et 6ketian "�.i 1:� ".-... .,-."r �i rc. This praduct removed Water - Automatic Flusher 10/2t/20 Automated Flushing System Mueller Hydroguard HG6-A-1N-2-BRN-LPRR(Portable) HG2-A4N-2-PVC-018-LPLG ermanent 04Y09/21 Automated Flushing System Kupferle Foundry Compam Eclipse #9800- 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fart Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific, products, no included as part ofthe Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard .Specific itiom 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 Fort Worth Water Department's Standard Specifications 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: Mario Sinacola & Sons Excavating, Inc. Subject of the Agreement: Authorize Execution of a Contract with Mario Sinacola & Sons Excavating, Inc., in the Amount of $35,426,440.53 for the Construction of the McCart Avenue and McPherson Boulevard 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: 06/09/2026 Expiration Date: If different from the approval date. 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. CO2505 *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: CO2505 McCart Avenue and McPherson Boulevard project M&C: 26-0503 CPN: CO2505 CSO: DOC#: Date: 07/01/26 To: Name Department Initials Date Out 1. Sophia Flores TPW - Review 5t 07/01 /2026 2. Abby Tucker TPW-Approver �r 07/01 /2026 3. Donnette Murphy Risk -Approver o MM 07/01 /2026 4. Patricia Wadsack TPW-Approver PLW 07/02/2026 5. Lauren Prieur TPW — Signer xxv Lauren Prieur 07/02/2026 6. Lorita Lyles Legal - Approver �1-1- 07/06/2026 7. Douglas Black Legal -Signer 7oug,�asBlac4 07/09/2026 8. Jesica McEachern ACM -Signer CA 07/10/2026 9. Katherine Cenicola CSCO-Approver kc 07/13/2026 10. Jannette Goodall CSCO-Signer �J nefl 07/13/2026 11. Allison Tidwell CSCO-Form Filler. 07/13/2026 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!