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065242 - Construction-Related - Contract - McClendon Construction Co., Inc.
CSC No. 65242 ORTWORTH, CONTRACT FOR THE CONSTRUCTION OF TRANSPORTATION & PUBLIC WORKS MCCART AVENUE AND WESTCREEK DRIVE INTERSECTION IMPROVEMENTS City Project No. 103316 Mattie Parker Jesus "Jay" Chapa Mayor City Manager Lauren Prieur Director, Transportation and Public Works Department Michael Owen, P.E. City Engineer, Transportation and Public Works Department Chad Allen, P.E., C.F.M. Engineering Manager, Transportation and Public Works Department Seth Cooksey,P.E. Project Manager, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation & Public Works 2025 a B BAIRD, HAMPTON & BROWN engineering and surveying 3801 William D. Tate Ave, Ste 500 Grapevine, TX 76051 mail@bhbinc.com • 817.251.8550 • bhbinc.com TBPELS Firm #44, #10011300, #10011302, #10194146 BHB PROJECT # 2022.717.000 i oV- OF TFX����I . ........................ PETER J. CARAVANO. .............................. -� 144763 1O,�,;.l7CENSt',- •���i 1� AL'-'L 04/24/2026 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX FORT WORTH. City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page ] of 6 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 0005 10 Mayor and Council Communication 07/01/2011 0005 15 Addenda 07/01/2011 0011 13 Invitation to Bidders 02/08/2024 0021 13 Instructions to Bidders 09/01/2025 0035 13 Conflict of Interest Statement 02/24/2020 00 41 00 Bid Form 09/19/2025 00 42 43 Proposal Form Unit Price 09/30/2021 0043 13 Bid Bond 09/30/2021 00 43 37 Vendor Compliance to State Law Nonresident Bidder 09/30/2021 0045 11 Bidders Prequalifications 08/13/2021 00 45 12 Prequalification Statement 09/30/2021 nn 45 i 3 0643, 02- 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 41 Small Business Goal 9/01/2025 00 52 43 Agreement 9/19/2025 0061 13 Performance Bond 12/08/2023 0061 14 Pa ment Bond 12/08/2023 0061 19 Maintenance Bond 9/19/2025 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 09/01/2025 00 73 00 Supplementary Conditions 9/19/2025 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 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 0132 16 Construction Schedule 10/06/2023 01 32 33 Preconstruction Video 07/01/2011 013300 Submittals 12/20/2012 01 35 13 Special Project Procedures 03/11/2022 01 45 23 Testing and Inspection Services 03/09/2020 01 50 00 Temporary Facilities and Controls 09/19/2025 01 55 26 Street Use Permit and Modifications to Traffic Control 03/22/2021 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Signage 07/01/2011 01 6000 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 Stakin and Survey 02/14/2018 01 7423 Cleaning 07/01/2011 0177 19 Closeout Requirements 03/22/2021 CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 01 7823 Operation and Maintenance Data 12/20/2012 01 78 39 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 NONE Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: htti)://fortworthtexas.2ov/tpw/contractors/ or https://apps.fortworthtexas.2ov/Prof 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 93-30-00 Cast in nlaee r,,,,e fe4e 06115 n� 3n , 2 o�-�-r� n3in�0-025 mrvrrsvz� 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 3 ,moo -1� 1 Rip� Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 06/13/2025 32 11 23 Flexible Base Courses 12/20/2012 32 1129 Lime Treated Base Courses 12/20/2012 3241-33 Cement T-r-ea4ed Base r,,ufses 064� 32-14� 08/21A2015 CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 32 12 16 Asphalt Paving 6/07/2024 32 12 73 Asphalt Paving Crack Sealants 12/20/2012 32 13 13 Concrete Paving 06/13/2025 32 1320 Concrete Sidewalks, Driveways and Barrier Free Rams 12/09/2022 32 1373 Concrete Paving Joint Sealants 12/20/2012 32 —A-rv �12 /20,2n 1z 32 16 13 Concrete Curb and Gutters and Valley Gutters 12/09/2022 32 1723 Pavement Markings 06/10/2022 1 1 /n� n�3 2 3 M env Ul lire Fo, ees a -ad Ga4es 124204n17 Zzrsvrsozz 27� Weed Fenees a -a !`_ate., 171 /'l z �'�3 Cast i Dl aee !•,.. a fete Retaining Wa4 06 /nov v 2018 3291 19 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022 3292 13 Sodding 05/13/2021 32-9244 Non N4iveSeeding nvlo�T 2 92 l cGfuss-a*d-Wildflower-1 n/06,QO23 —4-3 Trees and Shfubs zzrsvrLvzz Division 33 - Utilities 334�-g 09 /no�II 03 / iv�rr i'90 33 01 32 Closed Circuit Television CCTV Inspection — Storm Drain 12/08/2023 3 03 I n �--vTry 12420,Qn12 �.z 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 3 04 1 1 T✓-v-rz= (''.,,-.-esio.. (`.�.�.t fe Tort Stations 17/7n/hn17 � 33 0 17 �z �z 12Q0,Q0 gSeFvieesno/lo o�25 33-04-40 Cleaning and Aeeeptanee Testing of Wa4ef Mains 02 /no�13 �0cn o 3 /1 1 90 on3�z 3305 10 Utility Trench Excavation, Embedment, and Backfill 06/13/2025 3 nc 1'1 �--o�-Ta rr- 12420,L2012 3 1 �nc2 � 09/09/2�z 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 03/11/2022 3305 17 Concrete Collars 03/11/2022 AAttgef17»z i T,,.-..,el T iae Dl.,to 172 3 nc 2- T✓--�v��-z1a 17/�0Q#n zz-rz-vrz-v iz 4 --05-2- 1 7 /7zzi-20,2012 4CaFFier-112/nz 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 3 1 1 nc Belts, i t„ts .,,1 !`_.,slots 1 2 QO,9012 3344-4-0 1 2 /n�� 3Tken-Fittings09/o n�17 nn /rl�22 3 1 1 1 2 Tsrrr� 03 /n� /20 mivrrcvi� , , ��z 334444 1 2 /20,20 � CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 • •. • • • ..NERINNINIM . •MORMIKUWAM • . • • • • • .. • • Fm• •. • • • '1--MURS• . ._ .. • -Fm- .. . ■ •. •PRO— M ••• • • ■ •1 3-111 MY• Cast -in -Place Manholes and Junction Boxes 12/13/2024 • 1 • and Drop Inlets1 1 Division 34 - Transuortation 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 AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix Page 5 of 6 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 GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 19, 2025 4/6/26, 3:57 PM CITY COUNCIL AGENDA Create New From This M&C M&C Review Official site of the City of Fort Worth, Texas FORT WORTH REFERENCE **M&C 26- 20MCCART AVE AT DATE: 3/31/2026 NO.: 0251 LOG NAME: WESTCREEK DR CONSTRUCTION CONTRACT CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT. (CD 6 and CD 9) Authorize Execution of a Contract with McClendon Construction Co., Inc., in the Amount of $2,211,696.25, for the Purpose of Funding the McCart Avenue at Westcreek Drive Intersection Improvements Project, Adopt Appropriation Ordinance, and Amend the Fiscal Years 2026-2030 Capital Improvement Program RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of a contract with McClendon Construction Co., Inc., in the amount of $2,211,696.25, for the purpose of funding the McCart Avenue at Westcreek Drive Intersection Improvements project (City Project No.103316); 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the General Capital Projects Fund, in the amount of $600,000.00, from available funds within Unspecified -All Funds project (City Project No. UNSPEC), for the purpose of funding the McCart Avenue at Westcreek Drive Intersection Improvements project (City Project No. 103316); and 3. Amend the Fiscal Years 2026-2030 Capital Improvement Program. DISCUSSION: The purpose of this Mayor and Council Communication (M&C) is to authorize execution of a construction contract with McClendon Construction Co., Inc., in the amount of $2,211,696.25 for construction of the McCart Avenue at Westcreek Drive Intersection Improvements project (City Project No.103316). Approval of this M&C will also appropriate funding for the McCart Avenue at Westcreek Drive Intersection Improvement project. The project scope includes new traffic signals, updated signs and striping, construction of additional eastbound and westbound turn lanes, ADA accessible ramps, and sidewalks at the intersection of McCart Avenue and Westcreek Drive. This project was advertised for bid on October 22 and October 29, 2025, in the Fort Worth Star - Telegram. On November 20, 2025, the following bid was received: Bidder Amount McClendon Construction Co., Inc $2,211,696.25 Construction for this project is expected to start in May 2026 and be completed by April 2027. SMALL BUSINESS (SB) GOAL — McClendon Construction Co., Inc. is in compliance with the City's Small Business goal. The following table summarizes the funding for the McCart Avenue at Westcreek Drive Intersection Improvements project: Fund Existing Additional Project Total Funding Funding 30100-General $2,500,000.00 $600,000.00 $3,100,000.00 Capital Projects apps.cfwnet.org/council_packet/mc_review.asp? I D=34294&cou ncildate=3/31 /2026 1 /2 4/6/26, 3:57 PM M&C Review 34014-2014 Bond $300,000.00 $0.00 $300,000.00 Program Project Total $2,800,000.00 $600,000.00 $3,400,000.00 Funding is budgeted in the General Capital Projects Fund for the Transportation & Public Works Department for the purpose of funding the McCart Avenue at Westcreek Drive project, as appropriated. This project is located in COUNCIL DISTRICTS 6 & 9. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that funds are currently available in the Unspecified -All Funds project within the General Capital Projects Fund, and upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the General Capital Projects Fund for the McCart Avenue at Westcreek project to support the execution of the contract. Prior to an expenditure being incurred, the Transportation & Public Works Department has the responsibility to validate the availability of funds. TO Fund Department Account Project ID ID FROM Fund Department Account Project ID ID Submitted for City Manager's Office by_ Originating Department Head: Additional Information Contact: Program Activity Budget Year Program Activity Budget Year Reference # Amount (Chartfield 2) Reference # Amount (Chartfield 2) Jesica McEachern (5804) Lauren Prieur (6035) Monty Hall (8662) ATTACHMENTS 20 MCCART AVE AT WESTCREEK DR CONSTR CONTRACT - MAP (UPDATED)-.pdf (Public) 20MCCART AVE AT WESTCREEK DR CONSTRUCTION CONTRACT funds avail.docx (CFW Internal) Form 1295.pdf (CFW Internal) ORD.APP 20MCCARTAVE AT WESTCREEK DR CONSTRUCTION CONTRACT 30100 A026(R2).docx Sam Search.pdf (CFW Internal) Updated McCart Avenue and Westcreek Drive Fid Table (2).xlsx (CFW Internal) (Public) apps.cfwnet.org/counciI_packet/mc_review.asp?ID=34294&councildate=3/31 /2026 2/2 0005 15- 1 ADDENDA Pagel of 3 SECTION 00 05 15 ADDENDA CITY OF FORT WORTH, TEXAS ADDENDUM NO. 1 To the Specifications and Contract Documents For McCart Ave & Westcreek Dr Intersection Improvements City Project Number 103316 Issued: November 7, 2025 Bid Date: Thursday, November 20, 2025, at 2:00 P.M. This Addendum forms a part of the Bidding Documents and will be incorporated into Contract Documents, as applicable. Insofar as the original Contract Documents and Specifications and Construction Plans are inconsistent, this Addendum governs. Acknowledge receipt of this addendum by signing and attaching it to the Contract Documents (inside). Note receipt of the Addendum in the Bid Proposal and on the outer envelope of your bid. FAILURE TO DO SO MAY SUBJECT BIDDER TO DISQUALIFICATION. Prospective bidders are hereby notified of the following: This addendum includes the following: 1. Pre -Bid Presentation An electronic version (in PDF format) of the presentation given during the non - mandatory pre -bid meeting held at 2:00 P.M. CST on November 4", 2025 is attached to this addendum. Il. Pre -Bid Meeting & Online Questions During the pre -bid meeting and online the following questions were asked. Official answers are being provided as part of this addendum: Q. Please post the pre -bid attendee list after the 1114, 2pm meeting. A: Attendee List: Troy Gardner — Inspector — City of Fort Worth Seth Cooksey — Project Manager - City of Fort Worth Chad Allen — Mobility Manager - City of Fort Worth Peter Caravano — Project Manager, Consultant Engineer - BHB Andrew Griffin Justin Blair Kalli Winters ii. Q: Is an estimated cost available? A: The city will not be providing estimated cost information for this project. CITY OF FORT WORTH McCart Ave & Westcreele Dr Intersection Improvements STANDARD CONSTRUCTION SPECTFICATTON DOCUMENTS City Project No. 103316 Rcvtsccl July 1, 2011 000515-2 ADDENDA Page 2 of iii. Q: Can additional bid items be provided for the asphalt around the curb returns? A: Please use the bid items provided. No additional items will be added. iv, Q: During the pre -bid meeting an incorrect SBE goal was shown. A: The Goal is 30% and is correct in the project manual. v. Q: During the pre -bid meeting an incorrect bid opening date was shown. A: The bid date in the project manual is correct: Thursday, November 20, 2025. PROJECT MANUAL 1. REMOVE Section 00 41 00, REPLACE with attached Section 00 41 00, a. The prequal if cation section was revised to include "Water Distribution, Urban and Renewal, 8-inch diameter and smaller" b. Revised Section 4 Time of Completion to 270 days. 2. REMOVE Sections 00 45 12, REPLACE with attached Section 00 45 12. a. Include "Water Distribution, Urban and Renewal, 8-inch diameter and smaller" in Section 3 Prequalif cation as a Major Work Type. 3. REMOVE Section 00 52 43, REPLACE with attached Section 00 52 43. a. Revised Section 4.1 Final Acceptance to 270 days. CITY OF FORT WORTH McCatt Ave & Westcreek Dr Tntersection Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 103316 Revised July 1, 2011 000515-3 ADDENDA Page 3 of 3 Acknowledge your receipt of Addendum No. 1 by completing the requested information at the following locations: (1) in the space provided in Section 00 41 00, Bid Form (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 1" 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. Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering the bid non -responsive. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: By: McCLENDON CONSI CO., INC. P.O. BOX 999 BURL S+ON, TEXAS 76097 Company: END OF SECTION Lauren Prieur Director, Transportation and Public Works By: al�=_ Seth Cooksey, PE Project Manager CITY OF FORT WORTH McCart Ave & Westcreek Dr Intersection Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103316 Revised July 1, 2011 00 11 13 INVITATION TO BIDDERS Page 1 of 3 SECTION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of McCART AVENUE AND WESTCREEK DRIVE, City Project Number 103316 will be received by the City of Fort Worth via the Procurement Portal https://fortworthtexas.bonfirehub.com/portav?tab=openOpportunities, under the respective Project until 2:00 P.M. CST, Thursday, November 20, 2025. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST in the City Council Chambers. Your submissions must be uploaded, finalized and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. Javascript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https: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. SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 103316 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 2 of 3 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: 1,350 SY 8" Asphalt Base Type A 1,350 SY 2" Asphalt Pvmt Type D 3,100 SF 4" Conc Sidewalk 1,200 LF 6" Conc Curb and Gutter Traffic Signal Improvements Street Lightning Improvements Pavement Markings and Signage 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. Copies of the Bidding and Contract Documents may be purchased from: Baird, Hampton & Brown, Inc. 3801 William D. Tate Blvd. Ste. 500 Grapevine, Texas 76051 The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $120 Set of Bidding and Contract Documents with half size (if available) drawings: $100 EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to bid in the Procurement Portal by selecting "yes" under the Intent to Bid section. All Addenda will be posted in the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=open0pportunities, under the respective Project. PREBID CONFERENCE — Web Conference A prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: DATE: Tuesday, November 4`h, 2025 TIME: 2:00 pm CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 103316 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 3 of 3 Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. If a prebid conference is held, the presentation and any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. If a prebid conference is not being held, prospective bidders should direct all questions about the meaning and intent of the Bidding Documents electronically through the Vendors discussions section under the respective Project via the Procurement Portal. If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject any or all bids. City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Seth Cooksey, P.E., City of Fort Worth Email: seth.cooksey@fortworthtexas.gov Phone: (469) 236-3764 AND/OR Attn: Peter Caravano, PE, Baird, Hampton & Brown Email: pcaravano@bhbinc.com Phone: (682) 348-3071 ADVERTISEMENT DATES I" Advertisement: Wednesday October 22nd, 2025 2nd Advertisement: Wednesday October 29', 2025 END OF SECTION CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 103316 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 AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 103316 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/ipw/development/cfw-departments-tpw- contractors under Division 00 - General Conditions and as follows: 3.1.1. Paving — Requirements document located at: https://app-us3.e- builder.net/public/publicLanding.aspx?QS=4d008O4b 133b408a85a69323548dda25 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at: hfps://app-us3.e- builder.net/public/publicLanding.aspx?QS=e43c4239775f4b2583552cO29c6al ed2 3.1.3. Water and Sanitary Sewer — Requirements document located at: https://app-us3.e- builder.net/public/publicLanding.aspx?QS=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. Special qualifications required for this project include the following: None 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 AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 103316 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 AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 103316 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 AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 103316 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=openOpportunities on or before 2 p.m., the MONDAY prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications shall be posted under the respective Project via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 103316 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 AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 103316 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 AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 103316 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.comZportaV?tab=openOpportunities. 15. Opening of Bids Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for a minimum of 90 days or the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder. City reserves the right to waive informalities not involving price, contract time or changes in the Work and award a contract to such Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 17.2. In addition to Bidder's relevant prequalification requirements, City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work where the identity of such Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 103316 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 3 5 % of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contract award, a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at https://www.ethics.state.tx.us/data/forms/1295/1295.pdf 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement 18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Project Manual. Within 14 days thereafter, Contractor shall sign and deliver the required number of counterparts of the Project Manual to City with the required Bonds, Certificates of Insurance, and all other required documentation. 18.2. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 103316 Revised/Updated September 1, 2025 00 35 13 CONFLICT OF INTEREST STATEMENT Page 1 of 1 SECTION 00 3513 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent to a City of Fort Worth procurement is required to complete a Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's Office pursuant to state law. If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant City Managers, or an agent of the City who exercise discretion in the planning, recommending, selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then a Local Government Officer Conflicts Disclosure Statement (CIS) may be required. You are urged to consult with counsel regarding the applicability of these forms and Local Government Code Chapter 176 to your company. The referenced forms may be downloaded from the links provided below. Form CIQ (Conflict of Interest Questionnaire) (state.tx.us) https://www.ethics. state.tx. us/data/forms/conf I ict/C IS. pdf CIQ Form does not apply El CIQ Form is on file with City Secretary 71 CIQ Form is being provided to the City Secretary fl CIS Form does not apply 11 CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: McCLENDON CONS°C CO., INC. E.O. SOX 999 BURLESON, TEXAS 76097 Signature: Title. i;/,"C,¢. END OF SECTION CITY OF FORT WORTH MCCART AVE AND WESTCREEK DR INTERSECTION IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103316 Revised February 24, 2020 00 41 00 Bid Proposal Workbook 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: McCART AVENUE AND WESTCREEK DRIVE INTERSETION IMPROVEMENTS City Project No.: 103316 Units/Sections: Unit 1: Miscellaneous, Unit 2: Demolition, Unit 3: Paving & Drainage Improvements Unit 4: Water Improvements, Unit 5: Traffic Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. CITY OF FORT WORTH MCCART AVE AND WESTCREEK DR INTERSECTION IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103316 Revised 9/30/2021 00 41 00 Bid Proposal Workbook.xlsx 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. Asphalt Paving Construction/ Reconstruction (LESS THAN 15,000 square yards) b. Roadway and Pedestrian Lighting c. Water Distribution, Urban and Renewal, 8-inch diameter and smaller d. N/A e. N/A f. N/A g. N/A h. N/A 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 270 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 MCCART AVE AND WESTCREEK DR INTERSECTION IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103316 Revised 9/30/2021 00 41 00 Bid Proposal Workbook.xlsx 0041 00 BID FORM Page 3 of 3 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Total Bid 7. Bid Submittal This Bid is submitted on 11-20-25 RFtfB /(Signature) (Printed Name) Title: v,'aa Company: MCCLENDON CONST, CO., INC. Address: P.O. BOX 999 BURLESON, TEXAS 76097 State of Incorporation: Email: j blcijr e-w%e-e-le � Co�.�d r�hoh.Lo �►. Phone: S'/ 7 - A�q5 006 C END OF SECTION $2,211,696.25 by the entity named below. Receipt is acknowledged of the following Addenda: ;InitialA- Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 0041 00 Bid Proposal Workbook.xlsx SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID 00 42 43 BIDPROPOSAL Page I of 3 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 1 - Miscellaneous 1 0170.0100 Mobilization 01 7000 LS 1 $75,000.00 $75,000.00 2 0171.0101 Construction Staking 01 71 23 LS 1 $14,750.00 $14,750.00 3 3471.0001 Traffic Control & Temporary Signals 3471 13 MO 9 $25,000.00 $225,000.00 4 3471.0002 Portable Message Sign 3471 13 W K 80 $500.00 $40,000.00 5 3125.0101 SWPPP > 1 acre 31 2500 LS 1 $7,000.00 $7,000.00 Sub -Total Unit 1 - $361 750.00 Unit 2 - Demolition 6 0241.0100 Remove Sidewalk 0241 13 SF 2,805 $15.00 $42,075.00 7 0241.1100 Remove Asphalt Pvmt 0241 15 SY 401 $40.00 $16,040.00 8 0241.0300 Remove ADA Ramp 0241 13 EA 2 $1,500.00 $3,000.00 9 0241.1300 Remove Conc Curb & Gutter 0241 15 LF 1,156 $15.00 $17,340.00 10 0241.4005 Remove 5' or Less Curb Inlet 0241 14 EA 2 $5,000.00 $10,000.00 11 3441.1507 Remove Ground Box 3441 13 EA 9 $1,500.00 $13,500.00 12 3441.2002 Dispose/Salvage of Pole and Mast Arm Assembly 3441 13 EA 5 $1,250.00 $6,250.00 13 3441.2005 Remove Pedestal Pole 3441 13 EA 1 $120.00 $120.00 14 3441.2011 Remove Signal Cabinet Foundation 3441 13 EA 1 $2,000.00 $2,000.00 15 3217.4302 Remove 6" Pvmt Marking 32 17 23 LF 3,600 $2.25 $8,100.00 16 3217.4303 Remove 8" Pvmt Marking 32 17 23 LF 177 $2.75 $486.75 17 3217.4306 Remove 24" Pvmt Marking 32 17 23 LF 655 $6.50 $4,257.50 18 13217.4307 Remove Raised Marker 3217 23 EA 14 $7.50 $105.00 19 19999.xxxx Demolish Existing Overhead Street Light Conductors 26 05 10 LF 1,125 1.00 $1,125.00 Sub -Total Unit 2 - $124,399.25 Unit 3 - Paving & Drainage Improvements 20 3211.0123 8" Flexible Base, Type A, GR-2 32 11 23 SY 1,330 $70.00 $93,100.00 21 9999.9999 10" HMAC Type B 32 12 16 SY 1,330 $100.00 $133,000.00 22 3212.0301 2" Asphalt Pvmt Type D (DG-D) 32 12 16 SY 1,330 $30.00 $39,900.00 23 3213.0301 4" Conc Sidewalk 32 13 20 SF 2,580 $26.00 $67,080.00 24 3123.0101 Unclassified Excavation by Plan 31 23 16 CY 700 $100.00 $70,000.00 25 3213.0504 Barrier Free Ramp, Type M-2 32 13 20 EA 6 $5,000.00 $30,000.00 26 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 3 $6,000.00 $18,000.00 27 3213.0510 Barrier Free Ramp, Type C-3 32 13 20 EA 1 $10,000.00 $10,000.00 28 3213.0301 4" Conc Sidewalk (For Median) 99 99 99 SF 445 $30.00 $13,350.00 29 3216.0101 6" Conc Curb and Gutter 32 16 23 LF 1,083 $85.00 $92,055.00 30 3217.0102 6" SLD Pvmt Marking HAS (Y) 32 17 23 LF 740 $3.00 $2,220.00 31 3217.0104 6" DOT Pvmt Marking HAS (W) 32 17 23 LF 3,746 $3.00 $11,238.00 32 3217.0201 8" SLD Pvmt Marking HAS (W) 32 17 23 LF 521 $4.00 $2,084.00 33 3217.0501 24" SLD Pvmt Marking HAE (W) 32 17 23 LF 620 $15.00 $9,300.00 34 3217.0502 Preformed Thermoplastic Contrast Markings - 24" Crosswalk 32 17 23 LF 620 $62.00 $38,440.00 35 3217.1002 Lane Legend Arrow 32 17 23 EA 11 $245.00 $2,695.00 36 3217.1004 Lane Legend Only 32 17 23 EA 6 $495.00 $2,970.00 37 3217.2104 REFL Raised Marker TY II-C-R 32 17 23 EA 94 $10.00 $940.00 38 3291.0100 Topsoil 3291 19 CY 141 $35.00 $4,935.00 39 3292.0100 Block Sod Placement 32 92 13 SY 1,257 $10.00 $12,570.00 40 9999.9999 5' Curb Inlet 33 05 14 EA 2 $12,000.00 $24,000.00 41 13341.0201 21" RCP, Class III 3341 10 LF 5 -- $71,000-001 $5,000.00 Sub -Total Unit 3 - $682,877.00 Unit 4 - Water Improvements 42 13305.0111 Valve Box Adjustment 1 33 05 14 1 EA 1 1 $2,000.001 $2,000.00 43 13305.0117 Concrete Collar for Valve 33 05 17 1 EA 11 $2,000.001 $2,000.00 Sub -Total Unit 4 - $4,000.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 MCCART AVE AND WESTCREEK DR INTERSECTION IMPROVEMENTS City Project No.103316 1-00 4100 Bid Proposal Workbook SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID 00 42 43 BID PROPOSAL Page 2 of 3 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 5 - Traffic Improvements 44 2605.0111 Furnish/Install Electric Service Pedestal 26 05 33 EA 1 $30,000.00 $30,000.00 45 2605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 LF 430 $45.00 $19,350.00 46 2605.3016 2" CONDT PVC SCH 80 (B) 26 05 33 LF 1,515 $75.00 $113,625.00 47 2605.3017 2" CONDT PVC SCH 80 For Riser w/Hardware and Conductor 26 05 33 LF 90 $40.00 $3,600.00 48 2605.3025 3" CONDT PVC SCH 80 (T) 26 05 33 LF 285 $48.00 $13,680.00 49 2605.3033 4" CONDT PVC SCH 80 (T) 26 05 33 LF 35 $50.00 $1,750.00 50 2605.3034 4" CONDT PVC SCH 80 (B) 26 05 33 LF 585 $80.00 $46,800.00 51 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 12 $250.00 $3,000.00 52 3441.1260 Furnish/Install CAT5 Ethernet Cable 3441 10 LF 1,010 $4.00 $4,040.00 53 3441.1001 Furnish/Install 3-Sect Signal Head Assembly 3441 10 EA 18 $3,000.00 $54,000.00 54 3441.1002 Furnish/Install 4-Sect Signal Head Assembly 3441 10 EA 2 $4,000.00 $8,000.00 55 3441.1012 Furnish/Install Pedestrian Signal Head Assembly 3441 10 EA 8 $1,500.00 $12,000.00 56 3441.1031 Furnish/Install Audible Pedestrian Pushbutton Station 3441 10 EA 8 $2,100.00 $16,800.00 57 3441.1209 Furnish/Install BBU System EXT Mounted 3441 10 EA 1 $10,000.00 $10,000.00 58 3441.1215 Furnish/Install Hybrid Detection Device 3441 10 APR 4 $12,000.00 $48,000.00 59 3441.1220 Furnish/Install Model 711 Preemption Detector 3441 10 EA 4 $4,000.00 $16,000.00 60 3441.1224 Furnish/Install Preemption Cable 3441 10 LF 753 $5.00 $3,765.00 61 3441.1250 Furnish/Install PTZ Camera 3441 10 EA 1 $9,000.00 $9,000.00 62 3441.1255 Furnish/Install Communication Modem 3541 10 EA 1 $7,000.00 $7,000.00 63 3441.1322 3/C 14 AWG Multi -Conductor Cable 3441 10 LF 2,200 $4.00 $8,800.00 64 3441.1311 5/C 14 AWG Multi -Conductor Cable 3441 10 LF 1,991 $5.00 $9,955.00 65 3441.1312 7/C 14 AWG Multi -Conductor Cable 3441 10 LF 145 $5.00 $725.00 66 3441.1315 20/C 14 AWG Multi -Conductor Cable 3441 10 LF 540 $8.00 $4,320.00 67 3441.1403 NO 6 Triplex OH insulated Elec Condr 3441 10 LF 415 $4.00 $1,660.00 68 3441.1405 NO 2 Insulated Elec Condr 3441 10 LF 3,860 $5.00 $19,300.00 69 3441.1408 NO 6 Insulated Elec Condr 3441 10 LF 90 $4.00 $360.00 70 3441.1410 NO 10 Insulated Elec Condr 3441 10 LF 1,400 $2.00 $2,800.00 71 3441.1414 NO 8 Bare Elec Condr 3441 10 LF 930 $3.00 $2,790.00 72 3441.1502 Furnish/Install Ground Box Type B, w/Apron 3441 10 EA 13 $2,500.00 $32,500.00 73 3441.1503 Furnish/Install Ground Box Type D, w/ Apron 3441 10 EA 4 $3,250.00 $13,000.00 74 3441.1506 Furnish/Install Ground Box Type D 3441 10 EA 3 $2,600.00 $7,800.00 75 3441.1603 Furnish/Install 10'- 20' Ped Pole Assmbly 3441 10 EA 8 $4,500.00 $36,000.00 76 3441.1615 Furnish/Install Type 45 Signal Pole 3441 10 EA 4 $20,000.00 $80,000.00 77 3441.1625 Furnish/Install Mast Arm 52' - 60' 3441 10 EA 4 $17,500.00 $70,000.00 78 3441.1645 Furnish/Install Type 33A Arm 3441 10 EA 12 $1,500.00 $18,000.00 79 3441.1701 TY 1 Signal Foundation 3441 20 EA 7 $5,500.00 $38,500.00 80 3441.1705 TY 5 Signal Foundation 3441 10 EA 4 $10,000.00 $40,000.00 81 3441.1709 Ped Pole (10-14') Spread Footing Foundation 3441 10 EA 1 $5,500.00 $5,500.00 82 3441.1715 Signal Cabinet Foundation - 352i & BBU 3441 10 EA 1 $6,500.00 $6,500.00 83 3441.1725 Furnish/Install ATC Signal Controller 3441 10 EA 1 $8,000.00 $8,000.00 84 3441.1741 Furnish/Install 352i Controller Cabinet Assembly 3441 10 EA 1 $45,000.00 $45,000.00 85 3441.1771 Furnish/Install 120-240 Volt Single Phase Metered Pedestal 3441 10 EA 1 $15,000.00 $15,000.00 86 3441.2001 Dispose/Salvage Traffic Signal 3441 20 EA 1 $2,800.00 $2,800.00 87 3441.3051 Furnish/Install LED Lighting Fixture (137 watt ATB2 Cobra Head) 3441 20 EA 16 $1,000.00 $16,000.00 88 3441.3302 Rdwy Illum Foundation TY 3,5,6, and 8 3441 30 EA 10 $4,500.00 $45,000.00 89 3441.3321 Furnish/install 40'Wood Light Pole 354130 EA 2 $4,000.00 $8,000.00 90 3441.3342 Rdwy Ilium TY 18 Pole 3441 30 EA 10 $5,500.00 $55,000.00 91 3441.3411 Reconnect Conductor 3441 30 EA 6 $400.00 $2,400.00 92 3441.3501 Salvage Street Light Pole 3441 30 EA 8 $700.00 $5,600.00 93 3441.4001 Furnish/Install Alum Sign Mast Arm Mount 3441 40 EA 10 $700.00 $7,000.00 94 13441.4003 Furnish/Install Alum Sign Ground Mount City Std. 3441 30 EA 12 $600.00 $7,200.00 95 13441.4004 Furnish/Install Alum Sign Ex. Pole Mount 3441 30 EA 11 $250.00 $2,750.00 CITY OF FORT WORTH MCCART AVE AND WESTCREEK DR INTERSECTION IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.103316 Revised 9/30/2021 1-00 4100 Bid Proposal Workbook SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID 00 42 43 BID PROPOSAL Pale 3 of 3 Bidder's Application Project Item Information Bidder's Proposal Bidlist Description Specification Unit of Bid Unit Price Bid Value Item No. Section No. Measure Quantity Sub -Total Unit 5 - $1,038,670.00 *Total = Sub -Total Unit 1 +Unit 2 + Unit 3 + Unit 4 + Unit 5 $ $2,211,696.25 END OF SECTION CITY OF FORT WORTH MCCART AVE AND WESTCREEK DR INTERSECTION IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103316 Revised 9/30/2021 1-00 41 00 Bid Proposal Workbook MERCHANTS BONDING COMPANY,., MERCI-IANTs BONDING COMPANY (MUTUAL) P.O. Box 14498, DES MOINES, lowA 50306-3498 Bid Band PHONE: (800) 678-8171 FAX: (515) 243-3854 Bond Number: '011q CONTRACTOR: SURETY: (Name, legal statets and address) (Name, legal status and principal place McClendon Construction Company, Inc. of Gassiness) 548 Memorial Plaza Merchants Bonding Company (Mutual) Burleson, TX 76024 A Corporation 6700 Westown Parkway, West Des Moines, IA 50266 OWNER: (Name, legal status and address) City of Fort Worth 200 Texas Street This document has important legal Fort Worth, TX 76102 consequences. Consultation with an attorney is encouraged with BOND AMOUNT: Five Percent of the Greatest Amount Bid by Principal (5% GABP) respect to its completion or modification. PROJECT: Any singular reference to (Nance, location or address, and Project nztn her, if a)ay) Contractor, Surety, Owner or CP103316-McCart Ave at Westcreek Drive Intersection Improvements other party shall be considered plural where applicable. The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either (1) enters into a contract with the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof; or (2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time for acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty (60) days. If this Bond is issued in connection with a subcontractor's bid to a Contractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the tern Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions confonning to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed and sealed this 20th day of November, 2025 N Merchants Bo Com an Mutual b'L t- [t'a0156#1 (Surety) cal) (T'Vitness) (Title) Elfnily Allison Mrkeska, Attorney -in -Fact COIN 0657 (2115) printed in cooperation with American Institute of Architects (AIA). The language in this document conforms exactly to the language used in AIA Document A310-Bid Bond-2010 MERCHANTS"%, BONDING O.,, POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, dlb/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, Allyson W Dean; Ana Owens; Andrea Rose Crawford; Andrew Gareth Addison; Betty J Reeh; Bryan Kelly Moore; Colin E Conly; Debra Lee Moon; Elizabeth Ortiz; Fmily Allison Mikeska; Faith Ann Hilty, John R Ward; Michael Donald Hendrickson; Monica Ruby Veazey; Patrick Thomas Coyle; Sandra Lee Roney; Thomas Douglas Moore; Troy Russell Key their true and lawful Attorney(&) -in --Fact, to sign its name as surety(ies) and to execute, sea[ and acknowledge any and all bands, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and April 27, 2024 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015 and amended on April 27, 2024. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." 'The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless pror written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed thfs 29th day of July 2024 ,..•"•• "' MERCHANTS BONDING COMPANY (MUTUAL) ,•'� Q. (•' a�� D,yr+ MERCHANTS NATIONAL BONDING, INC. •��ONq ' •, Cx C r y pAP4Rq e0 .°gaF��OR� �9y°, dlbta MERCHANTS NATIONAL INDEMNITY COMPANY 2003 B 1933 :'C; y , // •(,L • • � • � - President STATE OFIOWA ..,• °'•,,•' ` COUNTY OF DALLAS ss. """'��', - • + On this 29th day of July 2024 before me appeared 'Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. —� `Li'4j s Penni Muller Commission Number 787952 ~� My Commission Expires 101NA January 20, 2027 Notary Public (Expiration of notary's commission does not invalidate this instrument) I, Elisabeth Sandersfeld, Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 20th day of November 2025 Fa.....•.. ........ ',�`' : G4 q�. 2 = PO ° � "•moo �-' ��-� � •. -0 l/,j/lJ ' x ' 2003 a ' 1933 Secretary may.: ''`••••,'•.,.• POA 0018 (6/24) M.T BONDING COMPANY IMPORTANT NOTICE To obtain information or make a complaint: You may contact your insurance agent at the telephone number provided by your insurance agent. You may call Merchants Bonding Company's toll -free telephone number for information or to make a complaint at: 1-800-678-8171 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-262-3439 You may write the Texas Department of Insurance at: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: Cons umerProtection@tdi.state.tx.us PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. SUP 0032 TX (1109) 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAIN 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.V/ BIDDER: Mclendon Construction Co., Inc. PO Box 999 Burleson, TX 76097 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 By: ,J 4, h &/j,r ,// (ignature) Title: '[!� c.s`�.� Date: //A ,'2 v MCCARTAVE AND WESTCREEK DR INTERSECTION IMPROVEMENTS City Project No, 103316 00 41 00 Bid Proposal Workbook 0045 11 -1 BIDDERS PREQUALIFICATIONS Page 1 of 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 their 8 Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must 9 submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordance with the 10 requirements below. The information must be submitted seven (7) days prior to the date 11 of the opening of bids. Subcontractors must follow the same timelines as contractors for 12 obtaining prequalification review. Bidders or Subcontractors who are not prequalified at the 13 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 33 Identification number visit the Texas Comptroller of Public Accounts 34 online at the following web address www.window.state.tx.us/tgxpermit/ 35 and fill out the 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 39 DUNS 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: CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised August 13, 2021 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 0045 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of 4 (1) The City requires that the original Financial Statement or a certified copy be submitted for consideration. (2) To be satisfactory, the financial statements must be audited or reviewed by an independent, certified public accounting firm registered and in good standing in any state. Current Texas statues also require that accounting firms performing audits or reviews on business entities within the State of Texas be properly licensed or registered with the Texas State Board of Public Accountancy. (3) The accounting firm should state in the audit report or review whether the contractor is an individual, corporation, or limited liability company. (4) Financial Statements must be presented in U.S. dollars at the current rate of exchange of the Balance Sheet date. (5) The City will not recognize any certified public accountant as independent who is not, in fact, independent. (6) The accountant's opinion on the financial statements of the contracting company should state that the audit or review has been conducted in accordance with auditing standards generally accepted in the United States of America. This must be stated in the accounting firm's opinion. It should: (1) express an unqualified opinion, or (2) express a qualified opinion on the statements taken as a whole. (7) The City reserves the right to require a new statement at any time. (8) The financial statement must be prepared as of the last day of any month, not more than one year old and must be on file with the City 16 months thereafter, in accordance with Paragraph 1. (9) The City will determine a contractor's bidding capacity for the purposes of awarding contracts. Bidding capacity is determined by multiplying the positive net working capital (working capital = current assets — current liabilities) by a factor of 10. Only those statements reflecting a positive net working capital position will be considered satisfactory for prequalification purposes. (10) In the case that a bidding date falls within the time a new financial statement is being prepared, the previous statement shall be updated with proper verification. b. Bidder Prequalification Application. A Bidder Prequalification Application must be submitted along with audited or reviewed financial statements by firms wishing to be eligible to bid on all classes of construction and maintenance projects. Incomplete Applications will be rejected. (1) In those schedules where there is nothing to report, the notation of "None" or "N/A" should be inserted. (2) A minimum of five (5) references of related work must be provided. (3) Submission of an equipment schedule which indicates equipment under the control of the Contractor and which is related to the type of work for which the Contactor is seeking prequalification. The schedule must include the manufacturer, model and general common description of each piece of equipment. Abbreviations or means of describing equipment other than provided above will not be accepted. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised August 13, 2021 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 95 3. Eligibility for Award of Contract 96 a. The City shall be the sole judge as to a contractor's prequalification. 97 b. The City may reject, suspend, or modify any prequalification for failure by the 98 contractor to demonstrate acceptable financial ability or performance. 99 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised August 13, 2021 00 45 11 -4 BIDDERS PREQUALIFICATIONS Page 4 of 4 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 8 END OF SECTION CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.103316 Revised August 13, 2021 00 45 12 PREQUALIFI CATION 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 Asphalt Paving Construction/ Reconstruction (LESS THAN Peachtree Construction, Ltd. 9-30-26 15,000 square yards) Roadway and Pedestrian Lighting Durable Specialties, Inc. 6-17-27 Water Distribution, Urban and Renewal, 8-inch diameter and R&D Burns Bros., Inc. 4-30-26 smaller NIA N/A NIA NIA NIA The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: 0 MCCLENDON CONST. CO., INC. By: 0 0 P.O. BOX 999 i:;;:� 0 BURLESON, TEXAS 76097 (Signature) 0 - / j Title: 0� vST L i t L ,(t. r c Date: //-.20 -- END OF SECTION CITY OF FORT WORTH MCCART AVE AND WESTCREEK DR INTERSECTION IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103316 Revised 09/30/2021 00 41 00 Bid Proposal Workbook.xlsx RPI LO 4- 0 r a� 'ao om fp (D C C W O C 0 E coo Of U- — E co _ C0 Q 0 U Q mw W 0 6L W LL LL 0 w W ®za Z LLU Q L LI 0 d V a GC W Z F— v W 0 X CL W Q 0 ca n U U) a VS MU W co IN a O v- lr) Z U N ❑ O � o prri � c e U 0 V � O .Eoc d a Lv O n V i y y Q U z x❑ cu � o D o pl 0 s t1? U _ y '�y y U U N w i D © UJ rL c6 W N 0 } a) CD C S y ,CO CO v` y (6 C� (!� O C * 47 t c9 I C C U] U C 01 qy O D y;� ca -° r U p O J D C N O Qyj c s` �o E ° C U CO v_ N C U co N y NC CL cc CO CLC N 47 y C D fJJ C U CJ E C E L CO y Q II. j O } U cn °co -0a� C U ° - o E C13 CL (D � Q q) C n tll C 4) C15 C y S w � x Q 47 N N C ~ U y cu y a Q sS3 ca Z 76Q7 o U " O L E E � by ° i ° Ncn E U oc oo yr c ° U C ° ° ., CL QJ U X C o m m W � U � 43 X i7 C7A C Vi E C6 O °' m c 'O cED D L C U Ci D N m o ° E c y U) C Z fi 0 o m ° c o_ L ° c y .D }+ m L vs E o 6( Q c CDy E ° to CL N E m U C ` y ' C O O .� C = O C C6 N U U O N C y o 4w 7Ln a) LLL U N t6 L- O m D C C ov N C6 °p Li- v U) a- U LSD cN Q \ 0 C .j Ci) o m aD O a) * U 0 -5 sz -o m 7 a) E E 0_ E L O U N p m N i U N a) a ) N f9 C N �— 0 C0C izf L +� d a) f� w U 0 cn o 0 N 0 ai L) o a D , m o 0 E U �s a 0 a O aco a) n n 0 - OL CD s L N 0 O U U O U a7 CD N Q O cn J Uco O U t co ui O Lll .r LLi -C C O C Co in u°'i O , (D ns o a�i m 0 � L) co E i a, w a as o E en C3 C. N p w r- t:� (n U 0 o m CO 2 Q m Z 0 o to o co C _0 m C a) zs 4 w 0 m J i IL Q U 3: m U � (D N Q U U F Q U U �— Z �. i— U Z CAS N 0 1)V U 1:1 El U (D L U a) L CL a) CL (7 C37 W W ® O OC CL ,- LC) N N En ua 'Lo v U C) (0 a a a — •Q V- U) CL W s_ t. C N rL T r. goy all m LU � 0 U MN N N LLe --- M N Cy7 CD 0 U m � y = di LU asi w U z m `m c f' z O N a N p ®� a C/) cn p W �) 41 U W V y Z z Z ('j I x VI ~ _0 o U L cn O Y 0 c U � ( U-) Y m LL 0 N O V7 *3 c a rn N c ® cn cc C) o D -- W W m Q 1- N W W C> 0 U w a a00 W Q Y co al ❑ V) (D C ❑ V G7 C Q ffi E G Q 0: 0 0 m ❑ 0 10 U y a a v a LU c W coo W in Z U co Q a W 0 Z 0 m Q M W U LO N C) N 0 11 0) FORT NORTH-,; IF Small Business Utilization Form Please include multiple copies of this page if needed to list all contractors and suppliers. Page 3of5 NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAISC Required) Specify Tier Certification Agency Business Name: Peachtree Construction, L.ftpe of Services/Supplies: Certified by: Address: 5801 Park Vista Circle, Keller Tx Asphalt Pacing [K NCTRCA El WBCS Z TXDOT Phone: 817-741-4658 Email: Marshal I LUig NAILS Code: 237310 Contact Person: mluig@peachtreecon.co $ AMOUNT: 137,987.50 NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required) Specify Tier Certification Agency Business Name: Durable Specialties, InC. Type of Services/Supplies: Certified by: NIA Address: pQ Box 535969 Grand Prai ie, TX 75053 Traffic Signal [� NCTRCA WBCS FX 0 Phone: 972-296-6324 Email: Patrick@durablespecialties.co NAICS Code: Contact Person: Patrick Bryan $ AMOUNT: $969,920 00 NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAISC Required) Specify Tier Certification Agency Business Name: Metroplex Pavement Markings Type of Services/Supplies: Certified by: NIA Address: 1001 Kennedy Ln Bldg 630, Saginaw �aVement Markings ❑ NCTRCA Q WBCS 0 El Phone: 972-790-2983 Email: MGunta@metroplexpavementmarking .cbrAics Code: Contact Person: Matt Gunta 1 $ AMOUNT: $100,226,45 Revised 9/01 /2025 N 0 Nr aD bq C6 ® 1` 7 ~ V �r [l3 hO a-, U CO c o U N � U W_ C ^J a o ,-, i a Q °3 f cn cn L a uj cc Q U7 v N � Q a U 0 Z ® U c 0 UJ pp U : y U) 00 (n C .0 J (D N � 1J1 Y a � � LLI i m E cc N LL ca ID w o U Z Z 0 0 0 C C C x E E E 4 Q Q o os 0 0- 0 � o c c LL U C O * L7 @ C x N U CU ar a m a N y- Q C O E @ O w .- 47 U� Co >' > U �_ CD i3 O L d ➢� 4 C 00 cz O U u�7 N IDQ p ,'vl 'w E Z5 �5 E C N o U m �' 0 C J�- m o 0 U O Y10 O .- T v w E O p o � U2 sa + m o c p a N O � i:1. O to -00 Dma s M Q M 0 � L L 0 ` Q m U � ` D o ° ; a) Cc o�==° ~ U ftl O cD i p7 U7 a M o a m •= E M o E � N 0 , c o E U E w m .a CL O a)0)� m ` 2 a)It-C y m cn E m - p + CLcu c 0 E z3 o cn cp as m Juco 75 ° M o p m m Q L (f) L M O m p E c W 676 in ftl d -� x @ O -r O z E O p �- LL L i © 0 U C �O N (a cO 0 Q Ln CD N 00 w x0. LO Q O r Lu r' In U C 0 U c 0 t5 co yC o0 Q_ Li i— � C C Q •••, Z U Cm X d a a Co 0 m 0 () Cy 'gip U Ln N 0 N O cn N 14 NCTRCA Small Business Enterprise (SBE) McClendon Construction Co., Inc. DBA McClendon Const Co Inc McClendon Construction Co®, Inc. DBA McClendon Const Co 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 237310: HIGHWAY CONSTRUCTION This Certification commences September 26, 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: September 30, 2027 Issued Date: September 26, 2025 CERTIFICATION No. V4MSH32219N0927 Certification Administrator LO N O N O N N rr 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 004541-1 SMALL BUSINESS ENTERPRISE GOAL Page 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 AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 1, 2025 00 45 26 - 1 CONTRACTOR COMM IANCE WITH WORKER'S COMPENSATION I.AW Page 1 of I 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 103316. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 12 13 Company McCLENDON CONST. CO., INC. — 14 P.O. BOX 999 15 RURLESON, TEXAS T6(197 16 Address 17 18 19 City/State/Zip 20 21 22 THE STATE OF TEXAS 23 By: �Vron (Please Print Signature: Title; 1'G e- (Please Print) 24 COUNTY OF TARRANT § 25 26 %EFORE ME, t e t ndersigned authority, on Us day personally appeared 27 "+ a known to me to be the person whose name is 28 scribed to the foregoing ulstylent, and a kno ledged to vie that he/she executed tltc salve as 29 the act and deed of �l/t e.,r�lO,�-,s 4c��los lo.1�c. for the purposes and 30 consideration therein expressed and in the capacity therein stated. 3t 32 33 34 35 36 37 38 39 40 GIVEN UNDER MY HAND AND SEAL OF OFFICE this rl day of ov , 2026, otary Public it nd for the State of Texas END OF SECTION Nouryl'uhlic,Sm[e of Texas Comm Expires UL2712424 �* Y Notary ll) 129294397 CrrY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUMON SPECIFICATION DOCUMENTS Projecl No. 103316 Re,ised July 1, 2011 00 52 43 - 1 Agreement Page 1 of 6 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on March 31, 2026, is made by and between the City of Fort Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, ("City"), and McClendon Construction Company, Inc., authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor may jointly be referred to as Parties. City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: McCART AVENUE AND WESTCREEK DRIVE INTERSECTION IMPROVEMENTS Ci1y Project Number 103316 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 Two Million, Two Hundred Eleven Thousand, Six Hundred Ninety -Six and 25/100 Dollars ($2,211,696.25). Contract price may be adjusted by change orders duly authorized by the Parties. OFFICIAL RECORD Article 4. CONTRACT TIME CITY SECRETARY 4.1 Final Acceptance. FT. WORTH, Tx The Work shall be complete for Final Acceptance within 270 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 and 00/100 Dollars ($1000.00) 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. Article 5. CONTRACT DOCUMENTS 61IM41I 1110,0110 A.The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103316 Revised September 19, 2025 (effective September 1, 2025) 005243-2 Agreement Page 2 of 6 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 1.2 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 AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103316 Revised September 19, 2025 (effective September 1, 2025) 00 52 43 - 3 Agreement Page 3 of 6 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 Successors and Assigns. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other parry 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 AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103316 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 AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103316 Revised September 19, 2025 (effective September 1, 2025) 00 52 43 - 5 Agreement Page 5 of 6 7.11 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of all 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 -party beneficiaries. 7.13 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their sureties, shall maintain no direct action against the Engineer, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on -site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. 7.14 Small Business Utilization. Contractor shall not make any unjustified changes to its small business utilization as presented on the Small Business Utilization Form. Contractor's failure to abide by the commitments presented on the form or intentional and/or knowing misrepresentation of material facts regarding small business utilization shall be disallowed from bidding on future City of Fort Worth public works contracts for a period of time of not less than one year. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103316 Revised September 19, 2025 (effective September 1, 2025) 00 52 43 - 6 Agreement Page 6 of 6 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: By: Justin Blcliv Justin Blair (May 1. 2026 13.20 17 CDT) Signature Justin Blair (Printed Name) Vice President Title PO Box 999 Address Burleson, TX 76097 City/State/Zip 05/01 /2026 Date OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX City of Fort Worth By: *VW6%— Dianna Giordano (May 21, 2026 16:11:07 CDT) Jesica McEachern Assistant City Manager 05/21 /2026 Date gQoo4onn >zn n� FORtQ0 ° Od ti Attest: ono S aaan�}�a 4566p Jannette Goodall, City Secretary (Seal) M&C: 26-0251 Date: March 31, 2026 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Seth Cooksey, P.E. Project Manager Approved as to Form and Legality: Douglas Black (May 15, 2026 10:52:39 CDT) Douglas W. Black Sr. Assistant City Attorney APPROVAL RECOMMENDED: ,X ...,.7r.:..1 Lauren Prieur (May 12, 2026 11:23:02 CDT) Lauren Prieur Director, Transportattion and Public Works Department CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103316 Revised September 19, 2025 (effective September 1, 2025) 0061 13-1 PERFORMANCE BOND Page I of 2 Bond# 101760994 1 SECTION 00 61 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, McClendon Construction Company, Inc., known as "Principal' herein and g Merchants Bonding Company (,Mutual) , a corporate surety(sureties, if more than 9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 10 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 1 i pursuant to the laws of Texas, known as "City" herein, in the penal sum of, Two Million, Two 12 Hundred Eleven Thousand, Six Hundred Ninety -Six and 25/100 Dollars ($2.211.696.25), lawful 13 money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of 14 which sum well and truly to be made, we bind ourselves, out- heir:~, executors, administrators, I5 successors and assigns, jointly and severally, firmly by these presents. 16 WHEREAS, (tic Principal has entered into a certain written contract witli the City awarded 17 the 3 1 " day of March, 2026, which Contract is hereby referred to and made a part hereof for all 18 purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories 19 defined by law, in the prosecution of the Work, including any Change Orders, as provided for in 20 said Contract designated as McCART AVENUE AND WESTCREEK DRIVE 21 INTERSECTION IMPROVEMENTS, City Project Number 103316. 22 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 23 shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 24 perform the Work, including Change Orders, under the Contract, according to the plans, 25 specifications, and contract documents therein referred to, and as well during any period of 26 extension of the Contract that may be granted on the part of the City, then this obligation shall be 27 and become null and void, otherwise to remain in full force and effect. 28 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 29 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 30 Wrorth Division. CITY OF FORT WORTH McCART AND WESTCREEK iMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUytENTS City Project No. 103316 Revised December R. 2021 0061 13-2 PL:RFORMANCE BOV'D Page 2 of2 I This bond is made and executed in compliance with the Provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond slaatt be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this 5 instrument by duly authorized agents and officers on this the 16th day of April 6 120 26 7 8 9 10 ll 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 ATT ►— i. (Priti ' �a ecret� i'j+ Witness as to Principal Witness as to Surety Andrew Addison PRINCIPAL: McClendon Construction Company. Inc. B1': Signature Name and Title Address: 548 Memorial Plaza Burleson, TX 76028 SURLTY: Merchants Bonding Company (Mutual) BY• (i c) ( _ S•Lnatur Crystal Gail Langltorn, Attorney -in -Fact Nance and Title Address: P.O. Box 14498 Des Mohies, lA 50306-3498 Telephone Number: 972-201-0451 Email Address: clanehorn _iacristire.com 40 `Note: If signed by an officer of the Surcty Company, there must be on file a certified extract 41 from the by-laws showing that this person has authority to sign such obligation, If 42 Surety's physical address is different from Its mailing address, bath must be Provided. 43 The date of the bond shall not be prior to the date the Contract is awarded. 44 CITY OF FORT WORTH McCART ANC} WESTC REM IMPROVEh1FNl'S STANDARD CONSTRUCTION SPECIFICATION DOCUMI'NTS City Proiect No. 1033I6 Rol sed Decenihcr 8, 2023 0061 14 - 1 PAYM17NT BUN D Pagel of 2 Bond#101760994 1 SECTION 00 6114 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, McClendon Construction Company, Inc., known as "Principal" herein, and 8 Merchants Bonding Company (Mutual) , a corporate surety 9 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein (whether 10 one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation 11 created pursuant to the laws of the State of Texas, known as "City" herein, in the penal sum of Two 12 Million, Two Hundred Eleven Thousand. Six Hundred Ninety -Six and 25/100 Dollars 13 ($2.211,69625), lawfirl money of the United States, to be paid in Fort Worth, Tarrant County, 14 Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs, 15 executors, administrators, successors and assigns, jointly and severally, firmly by these presents: 16 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 17 3 1 " day of March 2026, which Contract is hereby referred to and made a part hereof for all purposes 18 as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as clef ined 19 by law, in the prosecution of the Work as provided for in said Contract and designated as McCART 20 AVENUE AND WESTCREEK DRIVE INTERSECTION IMPROVEMENTS, City Project 21 Number 103316. 22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work tinder 25 the Contract, then this obligation shall be and become null and void; othervise to remain in full 26 force and effect. 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 29 accordance with (lie provisions of said statute. 30 CITY OF FORTWORTH WCART AND WESTTCRIAX IMPROVEMEN'rs STANDARD CONSTRUCTION SPECIFICA'DION DOCUMI-Wrs City Project No. 103316 Revised December 8, 2023 0061 14-2 PAYMFNT13OND Pig€ 2 or2 I IN NN ITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers oil this the 1601 day of 3 April , 2D 26 4 5 6 7 8 9 10 12 PRINCIPAL: McClendon Construction Company, Inc. BY: ��Sf"rti �[Gelt� UrL�TaGS��G� Name and Titic Address: 548 Memorial Plaza Burleson., TX 76028 `'4'itncss as to Principal SURETY: Merchants Bonding Company (VIutual) ATTEST: BY: (% T�i� r Signature 4�'`Q6"e"Crystal Gail Langhorn, Attorney -in -Fact (Surety) Secretary Name and Title; Address: P.O. Box 14498 Des Moines, IA 50306-3498 Andrew Addison Witness as to Surety Telephone Number: 972-201-0451 Email Address: clanghorn a acrisure.com Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION I TrY OF FORT WORTH McCAR r AND 1AIPS 'CREEK IMPROVEMEN"I"S STANDARD CONSTRUCTION SP> CIFICATION DOCUMENTS Cite Project No. 103316 Revised Ihcemller 8, 2023 1 2 3 SECTION 00 6119 MAINTENANCE BOND 0061 19 - 1 MAINTENANCE BOND Page 1 of 3 Bond#101760994 4 5 THE STATE OF TEXAS § 6 § KNOW ALL BY THESE PRESENTS: 7 COUNTY OF TARRANT § 8 That we McClendon Construction Company, inc., known as "Principal" herein and 9 McClendon Construction Company, inc. , a corporate surety (sureties, if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 1 I or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of the State of Texas, known as "City" herein, in the sum of Two Million, Two 13 Hundred Eleven Thousand, Six Hundred Ninety -Six and 25/100 Dollars ($2.21 I.696.25), lawful 14 money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which 15 sum well and truly be made unto the City and its successors, we bind ourselves, our heirs, executors, 16 administrators, successors and assigns, jointly and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the 3 1 ' day of March, 2026, which Contract is hereby referred to and a made part hereof for all 20 purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories 21 as defined by law, in the prosecution of the Work, including any Work resulting from a duly 22 authorized Change Order (collectively herein, the "Work") as provided for in said contract and 23 designated as 1%,tcCART AVENUE AND WESTCREEK DRIVE INTERSECTION 24 IMPROVEMENTS, City Project Number 103316; and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance \vtth the plans, specifications and Contract Documents that the Work is and will remain 28 free from defects ill materials or workmanship for and during the period of two (2) years after the 29 date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 32 receiving notice from the City of the need therefor at any time within the Maintenance Period, 33 CITY OF FORT WORTH McCART AND wESTCREEK iMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103316 Reviscd SeptenAwr 19, 2025 0061 19-2 MAiNTENANCE BOND Pagc 2 of 3 1 NOVV THEREFORE, the condition of this obligation is such that if Principal shall remedy 2 any defective Work, for which timely notice was provided by City, to a completion satisfactory to 3 the City, then this obligation shall become null and void; otherwise to remain in full force and 4 effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to be 8 repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the 9 Surety under this Maintenance bond; and 10 1 I PROVIDED FURTHER, that if any legal action be tiled on this Bond, venue shall lie in 12 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 13 Worth Division; and 14 15 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 16 recoveries may be had hereon for successive breaches. 17 15 19 CITY OF FORT WORTH McCART AND wESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION E SPECIFICATION DOCUMENTS City Project No. 103316 Revised September 19, 2025 0061 19-3 MAINTENANCE BOND Page 3 of 3 IN WITNESS NA EREOII+, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the lGth day of April 3 , 202E 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 t T:. '' ipal) Secrelivy «Vitness as to Principal ATTEST: 491ZA44-v- .414Z�4s4- (Sttrety) Seeretttry Andrew Addison Rritness as to Surety PRINCIPAL: ,McClendon Construction Compativ, Inc. BY: Signaw e Nantc and Title Address: 548 Memorial Piaza Burleson, TX 76028 SURETY: Merchants Bonding Company (Mutual) signature Crystal Gail Langhorn, Attorney -in -Fact Name and Title Address: P.O. Box 14498 Iles kloines, IA 5030E-3498 Telephone Numlicr: 972-201-0451 Email Address:,clangliornrr acrisure.com 38 *Note: If sighed by an officer of the Surety Company, there must he on File a certified extract 39 from the by-laws showing that this person has authority to sign such obligation. If 40 Surety's physical address is different from its mailing address, both must be provided. 41 The date of the bond shall not he prior to the date the Contract is awarded. 42 CITY OI: EORT WORTH McCART AND wESTCRFLK INtPROVENIENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103316 Revised September 19. 2025 MERCHANT BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, d/bla Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, Allyson W Dean; Andrea Rose Crawford; Andrew Gareth Addison; Andrew Patrick Clark; Brian Paul Bordlee; Bryan Kelly Moore; Colin E Conly; Cory Kiper; Crystal Gall Langhorn; Debra Lee Moon; Faith Ann Hilty; John R Ward; Kelli A Gorham; Marie Robert Adams; Michael Wiggins; Patrick Thomas Coyle; Peggy Gradel Hogan; Ross Rudolph Lads; Sandra Lee Roney; Sheri Renne Allen; Steven Wayne Lewis; Teresa Ayala; Thomas Douglas Moore; Troy Russell Key their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and scaled by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mu(ual) on April 23, 2011 and amended August 14, 2015 and April 27, 2024 and adopted by the Board of Directors of Merchants National Bonding, Inc„ on October 16, 2015 and amended on April 27, 2024. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof.' -The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aul hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to he signed and sealed this 24th day of April . 2025 .•'""""' • " • • MERCHANTS BONDING COMPANY (MUTUAL) .. d�°•. • ,�0�l1G C(),hA�• MERCHANTS NATIONAL BONDING, INC. ORPOR' 0 O '�1POq' . q . dibla MERCHANTS NATIONAL INDEMNITY COMPANY -0- 2003 �; : y ` 1933 c: By •.,�''' .........••''?,: •.dd'' Via.• lfj •� President STATE OF IOWA �'••• 1"d ,.•'' '•.. $r ,.•� COUNTY OF DALLAS ss. �'""""� "•' On this 24th day of April 2025 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL. BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and seated in behalf of the Companies by authority of their respective Boards of Directors. Ayx - P Penni Miller z � Commission Number 787952 — Z. • My Commission Expires 101NA January 20, 2027�-- Notary Public (Expiration of notary's commission does not invalidate this instrument) I, Elisabeth Sandersfeld, Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked, In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 16th day of April 2026 �,.+�,I10N4�''o� •*ajpkG 00dj'•. zti 24o�POq'�oZ. �•�O?�lPU9 q ' 2003 rj ' • `L ' 1933 :' C: Secretary MERCHANTS BONDING COMPANY IMPORTANT NOTICE To obtain information or make a complaint: You may contact your insurance agent at the telephone number provided by your insurance agent. You may call Merchants Bonding Company's toll -free telephone number for information or to make a complaint at: 1-800-678-8171 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state,tx. us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. SUP 0032 TX (1/09) Flores, Sophia From: Lisa Lawson <Ilawson@merchantsbonding.com> Sent: Wednesday, May 6, 2026 12:47 PM To: Flores, Sophia Subject: RE: Verification of Bond# 101760994 This message is from an external organization. This message came from outside your organization. Good Afternoon, Yes, this is a valid bond. The information below is correct. Thankyou, Lisa Lawson I Sr. Contract Underwriting Account Specialist Merchants Bonding CompanyTM street 6700 Westown Parkway, West Des Moines, IA 50266-7754 mailing P.O. Box 14498, Des Moines, IA 50306-3498 direct (515) 558.8765 toll free (800) 678.8171 web www.merchantsbonding.com MERCHANTS BONDING COMPANY COMMON SENSE SURETY SINCE 19330 From: Amber Greiner <amberg@merchantsbonding.com> Sent: Wednesday, May 6, 2026 11:51 AM To: Lisa Lawson <Ilawson@merchantsbonding.com> Subject: FW: Verification of Bond# 101760994 Another one thanks. From: Merchants Bonding Info <Info@merchantsbonding.onmicrosoft.com> Sent: Wednesday, May 6, 2026 11:29 AM To: Verify <verify@merchantsbonding.com> Subject: FW: Verification of Bond# 101760994 From: Flores, Sophia <Sophia.Flores2@fortworthtexas.gov> Sent: Wednesday, May 6, 2026 11:15 AM To: Merchants Bonding Info <Info@merchantsbonding.onmicrosoft.com> Cc: Fields, Nicholas S <Nicholas.Fields@fortworthtexas.gov> Subject: Verification of Bond# 101760994 Report Suspicious CAUTION:This email originated from outside of Merchants Bonding Company. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hello, The City of Fort Worth requires bond verification before a contract can be executed. We have received the following bonds from McClendon Construction Company, Inc.: Bond #101760994, in the amount of $2,211,696.25, issued by Merchants Bonding Company (Mutual) for City Project #103316, McCart Avenue and Westcreek Drive Intersection Improvements. Please confirm that the bonds and corresponding amounts are valid so we can proceed with awarding the contract to McClendon Construction Company, Inc. If this is not the right bond verification address, please provide for Merchants Bonding Company (Mutual). Thank you, FORTWORTH. Sophia Flores Contract Compliance Specialist Transportation & Public Works Office 817-392-2026 100 Fort Worth Trail, Fort Worth, TX 76102 CONNECT WITH US. © 0 0 O STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology..........................................................................................................1 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.....................................................................................................................16 5.01 Licensed Sureties and Insurers...................................................................................................16 5.02 Performance, Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6 — Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 Article 8 - City's Responsibilities................................................................................................................... 36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due............................................................................................................................ 36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals.............................................................................................. 36 8.07 Limitations on City's Responsibilities....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program............................................................................................... 37 Article 9 - City's Observation Status During Construction........................................................................... 37 9.01 City's Project Manager............................................................................................................37 9.02 Visits to Site................................................................................................................................ 37 9.03 Authorized Variations in Work..................................................................................................38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 Article 10 - Changes in the Work; Claims; Extra Work................................................................................ 38 10.01 Authorized Changes in the Work............................................................................................... 38 10.02 Unauthorized Changes in the Work........................................................................................... 39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety.................................................................................................................. 39 10.06 Contract Claims Process............................................................................................................. 40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances.................................................................................................................................. 43 11.03 Unit Price Work.......................................................................................................................... 44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time................................................................. 46 12.01 Change of Contract Price............................................................................................................ 46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects........................................................................................................................ 48 13.02 Access to Work........................................................................................................................... 48 13.03 Tests and Inspections.................................................................................................................. 48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work............................................................................................................. 49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................ 50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work............................................................................................. 51 Article 14 - Payments to Contractor and Completion.................................................................................... 52 14.01 Schedule of Values...................................................................................................................... 52 14.02 Progress Payments...................................................................................................................... 52 14.03 Contractor's Warranty of Title................................................................................................... 54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance......................................................................................................................... 55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release........................................................ 56 14.09 Waiver of Claims........................................................................................................................ 57 Article 15 - Suspension of Work and Termination........................................................................................ 57 15.01 City May Suspend Work............................................................................................................. 57 15.02 City May Terminate for Cause................................................................................................... 58 15.03 City May Terminate For Convenience.......................................................................................60 Article16 - Dispute Resolution...................................................................................................................... 61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 62 62 62 62 63 63 00 72 00 - 1 GENERAL CONDITIONS Pagel 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 2 of 63 12. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 13. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 14. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 15. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 16. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 3 of 63 24. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 25. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 26. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 27. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 32. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 34. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 4 of 63 37. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 38. General Requirements —Sections of Division 1 of the Contract Documents. 39. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 40. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 41. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 42. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 43. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 44. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 45. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs Polychlorinated biphenyls. 48. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 49. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 5 of 63 50. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 51. Project —The Work to be performed under the Contract Documents. 52. Project Manager —The authorized representative of the City who will be assigned to the Site. 53. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 55. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 56. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 57. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 58. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 59. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 60. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 61. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 6 of 63 62. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 63. Substantial Completion — The stage in the progress of the Project when the Work is sufficiently complete in accordance with the Contract Documents for Final Inspection. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69 Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: SeptenixT 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to the Public Meeting if scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof B. Resolving Discrepancies: 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: have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's on-line electronic document management and collaboration system site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06. G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates oflnsurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as Specified in the Supplementary Conditions which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2, for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 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 0132 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "Or -Equal "Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 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 orProcedures: 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.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Small Business Goal Compliance: It is City policy to foster competition, expand the supplier base, and promote and encourage the participation of small business firms in the City's contracting opportunities. If the Contract Documents provide for a small business goal, Contractor shall comply with the City's Small Business Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a contracted small business and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted small businesses without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by the small business(es). Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for the disqualification of the Contractor to bid on future contracts with the City for a period of not less than one year. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 25 of 63 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 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 1 l th 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Septmber 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: SeptemUer 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: https://comptroller.texas. gov/taxes/permit/ 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Sept mker 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Septenixx 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Septenixx 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Septenker 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Septenker 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title 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 party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Septenker 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is identified in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Septenker 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Septenker 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,202E 00 72 00 - 1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.1 or specifically covered by Paragraph 11.0 LAA, 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 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. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT 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 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.0l.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.Q. C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.0t.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.0l.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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Sept mixT 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; no fee shall be payable on the basis of costs itemized under Paragraphs 11.0I.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work maybe 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. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Septenker 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Septenker 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor; or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective or completed Work has been damaged by the Contractor or subcontractors requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Septenker 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement will be assessed against the monies due the Contractor, not as a penalty, but as damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for Such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 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 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Finallnspection A. Upon written notice from Contractor that the entire Work is Substantially Complete in accordance with the Contract Documents: 1. Within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective ("Punch List Items"). Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification to the City of Substantial Completion and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 2. Should the City concur that Substantial Completion has been achieved with the exception of any Punch List Items, Contract Time will resume for the duration it takes for Contractor to achieve Final Acceptance. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments for employees, subcontractors, and suppliers; and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Septenker 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Septenker 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Septenker 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other parry to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Septenker 1,2025 00 73 00 SUPPLEMENTARY CONDITIONS SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions Page 1 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 October 7, 2025: Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER 5B 7-ELEVEN INC #24638 11 PESCADORES PARTNERS LTD 14 LEVO CORPORATION 15 NUNN ROGER D ETAL GAIL 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. SC-4.01A.2, "Availability of Lands" CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 7 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 19, 2023: EXPECTED UTILITY AND LOCATION OWNER TARGET DATE OF ADJUSTMENT Police Camera Light Pole, McCart Avenue STA 3+19.32, 5.............. . ................ . _............... ..... ................. _... _... .................... _... �._._. Electric Pole, McCart Avenue STA 3+25.16, 67.95 FT, RT AT&T .__._.._.-.�._.._.____.__._. ---------- ------ _... ..... Poie Foundation, Signal Pole Foundation, McCart Avenue STA 3+25.79, 59.22 FT, RT __-.._ . .. _.._._._._._._._..._._... __..___...__.._._._...._..__........_...__........ .._._._._._. _.._._...._.._. ............... _.....__._.._._..._ . _..............---------- --- __..._._—____._..__. Utility pole, McCart Avenue STA 3+26.59, 70.21 FT, RT .... _.._.._.._..M._...-._....._........... .......e_. _ cables, McCart Avenue STA 3+26.99, 58.58 FT, RT ......... .... -. _._..._.. ....._... _ ------ _ - --- - ....... --........... ............. ....... . ----------- _-------- Traffic Mast, McCart Avenue STA 4+04.44, 20.66 FT, LT AT&T Fiber Optic Cables, McCart Avenue STA 4+22.10, 55.53 FT, LT AT&T .—._._._— - ____ __ _._._.-._.__._..----- __..___...__.._._.__.._..._._..............__..................... _...._...._.._._ ......... . _.._..---.-----..._............... ..__—_____....._._----M._.,, Communications pedestal, McCart Avenue STA 4+37.49, 65.48 FT, LT AT&T _. _............ _. _.......... —...... __._..._..._ . _ Utility vault, McCart Avenue STA 4+37.49, 65.48 FT, LT AT&T _._._..._._............ __...---...__.._._.__..__— ..... _,_... _................ _............ _. .......... . _.._..---.-.... ................... . Utility Pole, McCart Avenue STA 4+38.71, 60.22 FT, LT __.__.._._..._- AT&T -- -- _ _ _ _ Fiver Optic Cables, McCart Avenue STA 4+ _.._._...._ , _...._.._..—.....__-���� 82.6159.06 FT, RT AT&T _.... _............ _. ........... Traffic Mast, McCart Avenue STA 4+84.93, 50.49 FT, RT AT&T _._._...... ................ __.__..___...__.._._.__.._._— ......... _... _................ _............ _. ............ ._........ _........ _ . _............... ............ ....... ..__ Communication Manhole, McCart Avenue STA 4+99.91, 0.90 FT, LT 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 GEOTECHNICAL ENGINEERING STUDY Report No. 110-23-157, dated December 7, 2023, prepared by CMJ ENGINEERING, INC, a sub -consultant of BAIRD, HAMPTON & BROWN, INC, a consultant of the City, providing additional information on McCCART AND WESTCREEK The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None SC-5.02 Performance Payment, and Maintenance Bonds Delete 5.02 B SC-5.03A., "Certificates of Insurance" CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 7 The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: Baird, Hampton, & Brown, 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 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. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 7 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 X Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 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. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 7 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: httos:Happ s.fortworthtexas.2ov/Proi ectResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 — General Conditions SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: None 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 October 7, 2025 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION NONE 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. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 6 of 7 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. 4. 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" The removal and reinstallation of the police camera needs to be coordinated with Eric Skinner. After the lights and traffic signals are installed and operational the contractor shall contact Eric Skinner to have the camera reinstalled. Eric Skinner, Police Officer Electronic Surveillance Unit City of Fort Worth Police Department Eric. Skinner&fortworthtexas. gov CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 7 of 7 Phone: 817-300-3697 SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Seth Cooksey, or his/her successor pursuant to written notification from the Director of Transportation and Public Works. SC-13.03C., "Tests and Inspections" None SC-16.01C.1, "Methods and Procedures" None END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. 3/9/2020 D.V. Magana SC-6.07, Updated the link such that files can be accessed via the City's website. 10/06/23 Michael Owen SC-6.07, Allow affidavit regarding paying prevailing wages to be submitted on completion of job, as opposed to with each progress report 3/08/24 Michael Owen Removed revisions related to affidavit, as those changes have been made in General Conditions SC-5.02 Added notes to reviewer to delete Maintenance Bond if using T specifications 9/19/25 Michael OwenxDOT SC 6.20 Revised Contractors General Warranty and Guarantee language if using TxDOT specifications CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 19, 2025 011100-1 SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART 1- GENERAL 1.1 SUMMARY A. Section Includes: Paget of 3 Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMIMSTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 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 CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised December 20, 2012 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 may be stored in such space, but no more than is necessary to avoid delay in the construction operations. b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. 1.5 SUBMITTALS [NOT USED] CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised December 20, 2012 01 11 00 - 3 SUMMARY OF WORK Page 3 of 3 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised December 20, 2012 012500-1 SUBSTITUTION PROCEDURES Page 1 of 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES f Z1 R If�"Diel 04 .1 I 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: CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 a. Or -equals are unavailable due to strike, discontinued production of products 2 meeting specified requirements, or other factors beyond control of Contractor; 3 or, 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 5 1.5 SUBMITTALS 6 A. See Request for Substitution Form (attached) 7 B. Procedure for Requesting Substitution 8 1. Substitution shall be considered only: 9 a. After award of Contract 10 b. Under the conditions stated herein 11 2. Submit 3 copies of each written request for substitution, including: 12 a. Documentation 13 1) Complete data substantiating compliance of proposed substitution with 14 Contract Documents 15 2) Data relating to changes in construction schedule, when a reduction is 16 proposed 17 3) Data relating to changes in cost 18 b. For products 19 1) Product identification 20 a) Manufacturer's name 21 b) Telephone number and representative contact name 22 c) Specification Section or Drawing reference of originally specified 23 product, including discrete name or tag number assigned to original 24 product in the Contract Documents 25 2) Manufacturer's literature clearly marked to show compliance of proposed 26 product with Contract Documents 27 3) Itemized comparison of original and proposed product addressing product 28 characteristics including, but not necessarily limited to: 29 a) Size 30 b) Composition or materials of construction 31 c) Weight 32 d) Electrical or mechanical requirements 33 4) Product experience 34 a) Location of past projects utilizing product 35 b) Name and telephone number of persons associated with referenced 36 projects knowledgeable concerning proposed product 37 c) Available field data and reports associated with proposed product 38 5) Samples 39 a) Provide at request of City. 40 b) Samples become the property of the City. 41 c. For construction methods: 42 1) Detailed description of proposed method 43 2) Illustration drawings 44 C. Approval or Rejection 45 1. Written approval or rejection of substitution given by the City CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 1 2. City reserves the right to require proposed product to comply with color and pattern 2 of specified product if necessary to secure design intent. 3 3. In the event the substitution is approved, the resulting cost and/or time reduction 4 will be documented by Change Order in accordance with the General Conditions. 5 4. No additional contract time will be given for substitution. 6 5. Substitution will be rejected if- 7 a. Submittal is not through the Contractor with his stamp of approval 8 b. Request is not made in accordance with this Specification Section 9 c. In the City's opinion, acceptance will require substantial revision of the original 10 design 11 d. In the City's opinion, substitution will not perform adequately the function 12 consistent with the design intent 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 17 A. In making request for substitution or in using an approved product, the Contractor 18 represents that the Contractor: 19 1. Has investigated proposed product, and has determined that it is adequate or 20 superior in all respects to that specified, and that it will perform function for which 21 it is intended 22 2. Will provide same guarantee for substitute item as for product specified 23 3. Will coordinate installation of accepted substitution into Work, to include building 24 modifications if necessary, making such changes as may be required for Work to be 25 complete in all respects 26 4. Waives all claims for additional costs related to substitution which subsequently 27 arise 28 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] 30 1.12 WARRANTY [NOT USED] 31 PART 2 - PRODUCTS [NOT USED] 32 PART 3 - EXECUTION [NOT USED] 33 34 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 35 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 McCART AND WESTCREEK IMPROVEMENTS Project No. 103316 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Recommended Recommended Not recommended Received late By Date _ Remarks Date Rejected McCART AND WESTCREEK IMPROVEMENTS Project No. 103316 1 2 f 9-1 'La 1[1 "D1e1_D117\ I 4 1.1 SUMMARY SECTION 0129 75 MATERIALS ON HAND 012975-1 MATERIALS ON HAND Page 1 of 3 5 A.This section should be used if payment is requested based on materials and equipment not 6 incorporated in the Work but delivered and suitably stored at the Site or at another 7 location agreed to in writing (Materials On Hand). 8 B. Payment for Materials On Hand (MOH) may be made for non-perishable materials that 9 are considered long lead-time items and have been approved for MOH payment. 10 1.2 SECTION INCLUDES: 11 A.Materials approved for MOH payment are as follows: 12 1. Water & Sewer Pipe greater than or equal to 24" diameter 13 2. Water Valves greater than or equal to 36" diameter 14 3. Reinforced Concrete Pipe greater than or equal to 84" diameter 15 4. Reinforced Concrete Box greater than or equal to 8' x 6' 16 5. Traffic Signal Poles, Masts, and Cabinets 17 6. Street Light Poles 18 B. Requirements for MOH 19 1. Materials must be stored on -site for a minimum of two (2) progress payment cycles 20 to qualify for MOH reimbursement. If materials are expected to be stored for a 21 shorter duration, MOH will not be paid. 22 2. For materials on Hand to be paid for, required submittal must been submitted and 23 approved. No MOH will be paid when MOH submittal have not been approved. 24 3. MOH must be stored in accordance with approved submittal requirements. 25 4. The contractor must maintain the proper insurance and retain the duty to protect the 26 materials per the included material specification or equipment per the 27 manufacturer's specifications. 28 C. The City may permit material storage at a third -party facility, provided the facility is 29 bonded and insured. Any off -site storage location must receive prior written approval 30 from the City Project Manager. A copy of the written approval must be included with the 31 corresponding pay application. 32 D.Deviations from this City of Fort Worth Standard Specification 33 1. None. 34 E. Related Specification Sections include, but are not necessarily limited to: 35 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 36 Contract 37 2. Division 1 — General Requirements CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 19, 2025 01 29 75 - 2 MATERIALS ON HAND Page 2 of 3 1 1.3 PRICE AND PAYMENT PROCEDURES 2 A. Measurement and Payment 3 1. Measurement and Payment 4 a. The material furnished in accordance with the specific item for which MOH is 5 allowed shall be measured and paid by the Lump Sum. 6 2. The price shall include: 7 a. Invoiced Cost of material ONLY 8 1.4 REFERENCES [NOT USED] 9 1.5 ADMINISTRATIVE REQUIREMENTS 10 A.A Change Order will be necessary. It will deduct the Bill of Sale quantity from the 11 original Furnish and Install quantity and add two separate line items —one for Furnish 12 and one for Install —each with its corresponding pricing. 13 1.6 SUBMITTALS 14 A.Contractor shall submit a Bill of Sale for the materials on hand properly identifying the 15 Project which shall be attached to the pay application and applicable materials to be 16 circled or highlighted, properly added up and totaled in documentation. 17 B. Submittals shall be in accordance with Section 01 33 00. 18 C.All submittals shall be approved by the Engineer or the City prior to delivery and/or 19 fabrication for specials. 20 1.7 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 21 A.Written agreement for offsite storage location 22 1.8 CLOSEOUT SUBMITTALS [NOT USED] 23 A.Maintenance Contracts 24 B. Operation and Maintenance Data 25 C. Warranty Documentation 26 D.Record Documentation 27 1.9 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.10 QUALITY ASSURANCE 29 A.The City shall confirm that the material or equipment conforms to specifications and is 30 properly marked and secured. 31 B. City's decision on what quantity of received material is to be paid is final. 32 1.11 DELIVERY, STORAGE, AND HANDLING 33 A.Title to the materials on hand passes automatically to the City of Fort Worth upon 34 delivery. 35 B. The risk of loss for the material or equipment does not pass to the City until the 36 associated Work is accepted. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 19, 2025 012975-3 MATERIALS ON HAND Page 3 of 3 1 1.12 DELIVERY AND ACCEPTANCE REQUIREMENTS 2 A. Storage and Handling Requirements 3 B.Packaging Waste Management 4 1.13 FIELD [SITE] CONDITIONS [NOT USED] 5 A.Ambient Conditions 6 B.Existing Conditions 7 1.14 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 19, 2025 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 013119 PRECONSTRUCTION MEETING 01 31 19 -1 PRECONSTRUCTION MEETING Page 1 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 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 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 m. 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 CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 1, 2025 01 31 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 9/1/2025 M Owen Deleted Section 1.4 B.5..hh, due to new Small Business Ordinance CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 1, 2025 SECTION 013120 PROJECT MEETINGS PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 013120-1 PROJECT MEETINGS Page 1 of 3 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees a. Contractor CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 01 31 20 - 2 PROJECT MEETINGS Page 2 of 3 b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an asneeded basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions in. Review proposed changes for: 1) Effect on construction schedule and on completion date CITY OF FORT WORTH MCCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 013120-3 PROJECT MEETINGS Page 3 of 3 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 01 32 16 - 1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 SECTION 0132 16 CK�] ► f.�3�L�[�]� f.Y��1�J�� � 7It4NF l Diel043\I 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 CITY OF FORT WORTH McCART AVE AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised October 6, 2023 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 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. 9 10 1. Master Project Schedule 11 The master project schedule is a holistic representation of the scheduled activities 12 and milestones for the total project and be Critical Path Method (CPM) based. The 13 City's Project Manager is accountable for oversight of the 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 "finish" dates for such 47 milestones at the end of each month throughout the life of their work on the project. 48 49 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration CITY OF FORT WORTH McCART AVE AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 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 VWBS structure in Section 1.4.11 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 11 monthly updates to the City Project Manager (end of each month) as a "progress" 12 schedule. The Contractor prepares and submits each schedule type to 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 01 32 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. CITY OF FORT WORTH McCART AVE AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised October 6, 2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 01 32 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 1. Schedule Framework - The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Compliance with cost loading can be provided with traditional cost loading of line items OR a projected cost per month for the project when the initial schedule is submitted, updated on a quarterly basis is significant change is anticipated. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. E. Schedule File Name All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number —Project Name —Baseline Example: 101376 North Montgomery Street HMAC_Baseline • Progress Schedule File Name Format: City Project Number Project Name _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 CITY OF FORT WORTH McCART AVE AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised October 6, 2023 01 32 16 - 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. 9 10 H. WBS & Milestone Standards for Schedule Development 11 The scope of work to be accomplished by the Contractor is represented in the schedule 12 in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 13 development of the schedule activities and shall be imbedded and depicted in the 14 schedule. 15 16 The following is a summary of the standards to be followed in preparing and 17 maintaining a schedule for project delivery. 18 19 1. Contractor is required to utilize the City's WBS structure and respective 20 project type template for "Construction" as shown in Section 1.4.H below. 21 Additional activities may be added to Levels 1 - 4 to accommodate the needs 22 of the organization executing the work. Specifically, the Contractor will add 23 activities under WBS XXXXXX.80.83 "Construction Execution" that 24 delineates the activities associated with the various components of the work. 25 26 2. Contractor is required to adhere to the City's Standard Milestones as shown 27 in Section 1.4.I below. Contractor will include additional milestones 28 representing intermediate deliverables as required to accurately reflect their 29 scope of work. 30 31 I. Schedule Activities 32 Activities are the discrete elements of work that make up the schedule. They will be 33 organized under the umbrella of the WBS. Activity descriptions should adequately 34 describe the activity, and in some cases the extent of the activity. All activities are 35 logically tied with a predecessor and a successor. The only exception to this rule is for 36 "project start" and "project finish" milestones. 37 38 The activity duration is based on the physical amount of work to be performed for the 39 stated activity, with a maximum duration of 20 working days OR a continuous activity 40 in one location. If the work for any one activity exceeds 20 days, break that activity 41 down incrementally to achieve this duration constraint. Any exception to 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 CITY OF FORT WORTH McCART AVE AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised October 6, 2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 01 32 16 - 6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workdays after the date of receipt of the approved Change Order. 3. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a 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 XXXXY—X.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXY.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXY.40.20 Condemnation XXXXXX.70 Utility Relocation XXXYM.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXYM.80.81 Bid and Award XXXXY—X.80.83 Construction Execution XXXXXX. 80. 85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure L. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. CITY OF FORT WORTH McCART AVE AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised October 6, 2023 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 32 16 - 7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 Activity ID Activity Name Design 3020 Award Design Agreement 3040 Issue Notice to Proceed - Design Engineer 3100 Design Kick-off Meeting 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3150 Peer Review Meeting/Design Review meeting (technical) 3160 Conduct Design Public Meeting #1 (required) 3170 Conceptual Design Complete 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3250 Conduct Design Public Meeting #2 (required) 3260 Preliminary Design Complete 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3330 Conduct Design Public Meeting #3 (if required) 3360 Final Design Complete ROW & Easements 4000 Right of Way Start 4230 Right of Way Complete Utility Relocation 7000 Utilities Start 7120 Utilities Cleared/Complete Construction Bid and Award 8110 Start Advertisement 8150 Conduct Bid Opening 8240 Award Construction Contract Construction Execution 8330 Conduct Construction Public Meeting #4 Pre -Construction 8350 Construction Start 8370 Substantial Completion 8540 Construction Completion 9130 Notice of Completion/Green Sheet 9150 Construction Contract Closed 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 CITY OF FORT WORTH McCART AVE AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 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 CITY OF FORT WORTH McCART AVE AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised October 6, 2023 013216-9 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 1 B. Monthly Construction Status Report 2 The Contractor submits a written status report (referred to as a progress narrative) at the 3 monthly progress meeting (if monthly meetings are held) or at the end of each month to 4 accompany the Progress Schedule submittal, using the standard format 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 SUBMITTALSANFORMATIONAL 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 CITY OF FORT WORTH McCART AVE AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 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" CITY OF FORT WORTH McCART AVE AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised October 6, 2023 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page I of 5 1 SECTION 0132 16.1 2 CONSTRUCTION SCHEDULE — BASELINE EXAMPLE 0111111t,Z] 'La 111[�l4 Biel 0l .1 I 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the baseline for the project. This version of the schedule is referred to as a "baseline" schedule. This example is intended to provide guidance for the Contractor when developing and submitting a baseline schedule. See CFW Specification 0132 16 Construction Schedule for details and requirements regarding the Contractor's project schedule. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 McCART AND WESTCREEK IMPROVEMENTS Project No. 103316 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 2 of 5 00 L 4 1 F•r co t ¢ 1••�••1 ------- cu + 01 O • C, F•Y i CW i i i __________' - - y 0 CW s_6�� •Ay Idyl 0 W m W W m m m m m m m m m m m m m m r~y1 W _ `� c?i �i fi �i mi xi m m a�5 m Y• 0 o m m n � cv ry Cl) i•� m m m m m m m ar es co w w w ro m G% a ¢ ¢ ¢ a ¢ ¢ ¢ i �7 3 5 5 5 `� ` •O o 0 0 0 v ry o o N o ry �.'� cv o `� ry d o 6 L m +3 CC Q d c C 9 O C O � 0 Q d .� O V V CD L c V Y m ♦ • • O 6 V, m 0 a 2 2 a o 6 w ro Ta - o a V Te O a m a z d: V V w m a o 0 w O 0 4- c d rn S .� O i5 N [6 52 � o za` z Z I I I CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised August 13, 2021 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 3 of 5 t - z L O Fit co r 1••��•4. O Q i O N G i V. D Cw �. C.0' Z � O M M � m O O O O O O � � ¢ � � � � S z ❑ ❑ rn (� (D to o O z ❑ O ? ❑ fn 9 z Q 4 LL � � d d d Q o ro o m m w m V G� i 3 d br d b L a Z 4 vJ fJ Z O fn o � Z❑ ' Oo [IJ O O t7 Ci] u} r!J � ��� 2 G cv d d d p ch �v ry d d d ro ro _� d. a o ro o o. o o C J � F L CC Q d o` y m ry o C yt t_U C Z 'z r�r C C 0 • • • Um J o ,.` 8 t i % i° m E �, F i➢ m �o To t6 m E �cj c�j �c' % Yv Eo 2 �L V H H W (n d V „ H W d lL V lL V i Q1 N 41 22 f}Sm� m ch 3 m M cqi [4i c4i o c V (n Q � � c 1 CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised August 13, 2021 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 4 of 5 x o 00 z L O N ---------- '______________ T co FWI Oz cu 01 O W V1 CW y rN V" 40 Q0 � Z d m m m m o❑ o❑ z z o S o r r r V C0 n - y c C C V E U U E o 0 11 E R n V o — e LE d V E 2 2 C - CY) a) �. LE U U i rig i i E o � � C Fa76 b m i rn s m rn w p = E .. ¢ o U Q CC V LL U � I I I � 1 CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised August 13, 2021 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 5 of 5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised August 13, 2021 1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 0132 16.2 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Page 1 of 5 SECTION 0132 16.2 CONSTRUCTION SCHEDULE — PROGRESS EXAMPLE PART1- GENERAL The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the progress for the project. This version of the schedule is referred to as a "progress" schedule. This example is intended to provide guidance for the Contractor when developing and submitting a progress schedule. See CFW Specification 0132 16 Construction Schedule for details and requirements regarding the Contractor's project schedule. 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GIJ. F+9 m to w �2tor, q� � d O uw 0 Vd, Cry v! Q Z Z A d d O O O N Z c- 4. ry Ory Od Z� p o _ d, + r d � o A d, o o � 4 . o 0 0 0 0 0 0 0 o a o o o 0 0 0 0 0 0 0 0 0 0 0 6 J .... mo 6i CC Q d C yt t_U C 'z r�r C Z C 0 • • • Ca o O m t'i �,tv a TP V (n H H W �n d V p H g W �n d V to o LL V V i p E 41 c ce c� III r 1 CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised August 13, 2021 0132 16.2 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Page 4 of 5 E-� L 00 00 O tu O �. � c� ry c� c� cv ry �' ry ry N cW c4 CV ❑ c �. to 01 bw td� O r v% o `o o o o o 0 0 o d Z •1 O � E e o 0 0 O O O .0 . B 0 �i a V1 V E U U ro a d V a a � V. a_ iE 4 o (U E tl V a 4 U z J J O N C m o C m m m m m E sz o m v U LL 1 CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised August 13, 2021 0132 16.2 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Page 5 of 5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised August 13, 2021 01 32 16.3 — PROGRESS NARRATIVE Page 1 of 1 SECTION 0132 16.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Contractor Company Name: City Project No: Contractor Schedule Contact: City Project Manager: A. List of activities cnangea in the reporting perioa. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) 3. List any potential delays and provide mitigation actions 1. (insert text here) 2. (insert text here) 3. (insert text here) C. List any actual delays and provide recovery actions 1. (insert text here) 2. (insert text here) 3. (insert text here) City of Fort Worth, Texas Construction Project Schedule Narrative Report for CFW Projects Revised August 13, 2021 Page 1 of 1 01 32 33 - 1 PRECONSTRUCTION VIDEO Page I of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH MCCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 SECTION 0133 00 SUBMITTALS PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 SUBMITTALS Pagel of 8 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised December 20, 2012 013300-2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal crossreference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 1/2 inches x 11 inches tog I/2 inches x llinches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised December 20, 2012 013300-3 SUBMITTALS Page 3 of 8 C. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised December 20, 2012 01 33 00 - 4 SUBMITTALS Page 4 of 8 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised December 20, 2012 013300-5 SUBMITTALS Page 5 of 8 b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) 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. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised December 20, 2012 013300-6 SUBMITTALS Page 6 of 8 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 fmds 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 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. 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) Reuubmittal 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. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised December 20, 2012 013300-7 SUBMITTALS Page 7 of 8 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. 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. 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised December 20, 2012 013300-8 SUBMITTALS Page 8 of 8 a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised December 20, 2012 01 35 13-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 4 PART1- GENERAL 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 £ Public Notification Prior to Beginning Construction 14 g. Coordination with United States Army Corps of Engineers 15 h. Coordination within Railroad permits areas 16 i. Dust Control 17 j . Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1— General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised March 11, 2022 01 35 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 2. Railroad Flagmen 2 a. Measurement 3 1) Measurement for this Item will be per working day. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 will be paid for each working day that Railroad Flagmen are present at the 7 Site. 8 c. The price bid shall include: 9 1) Coordination for scheduling flagmen 10 2) Flagmen 11 3) Other requirements associated with Railroad 12 3. All other items 13 a. Work associated with these Items is considered subsidiary to the various Items 14 bid. No separate payment will be allowed for this Item. 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification, unless a date is specifically cited. 20 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 21 High Voltage Overhead Lines. 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination with the Texas Department of Transportation 24 1. When work in the right-of-way which is under the jurisdiction of the Texas 25 Department of Transportation (TxDOT): 26 a. Notify the Texas Department of Transportation prior to commencing any work 27 therein in accordance with the provisions of the permit 28 b. All work performed in the TxDOT right-of-way shall be performed in 29 compliance with and subject to approval from the Texas Department of 30 Transportation 31 B. Work near High Voltage Lines 32 1. Regulatory Requirements 33 a. All Work near High Voltage Lines (more than 600 volts measured between 34 conductors or between a conductor and the ground) shall be in accordance with 35 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 36 2. Warning sign 37 a. Provide sign of sufficient size meeting all OSHA requirements. 38 3. Equipment operating within 10 feet of high voltage lines will require the following 39 safety features 40 a. Insulating cage -type of guard about the boom or arm 41 b. Insulator links on the lift hook connections for back hoes or dippers 42 c. Equipment must meet the safety requirements as set forth by OSHA and the 43 safety requirements of the owner of the high voltage lines 44 4. Work within 6 feet of high voltage electric lines 45 a. Notification shall be given to: CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised March 11, 2022 01 35 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 1) The power company (example: ONCOR) 2 a) Maintain an accurate log of all such calls to power company and record 3 action taken in each case. 4 b. Coordination with power company 5 1) After notification coordinate with the power company to: 6 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 7 lower the lines 8 c. No personnel may work within 6 feet of a high voltage line before the above 9 requirements have been met. 10 C. Confined Space Entry Program 11 1. Provide and follow approved Confined Space Entry Program in accordance with 12 OSHA requirements. 13 2. Confined Spaces include: 14 a. Manholes 15 b. All other confined spaces in accordance with OSHA's Permit Required for 16 Confined Spaces 17 D. Use of Explosives, Drop Weight, Etc. 18 1. When Contract Documents permit on the project the following will apply: 19 a. Public Notification 20 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 21 prior to commencing. 22 2) Minimum 24 hour public notification in accordance with Section 013 1 13 23 E. Water Department Coordination 24 1. During the construction of this project, it will be necessary to deactivate, for a 25 period of time, existing lines. The Contractor shall be required to coordinate with 26 the Water Department to determine the best times for deactivating and activating 27 those lines. 28 2. Coordinate any event that will require connecting to or the operation of an existing 29 City water line system with the City's representative. 30 a. Coordination shall be in accordance with Section 33 12 25. 31 b. If needed, obtain a hydrant water meter from the Water Department for use 32 during the life of named project. 33 c. In the event that a water valve on an existing live system be turned off and on 34 to accommodate the construction of the project is required, coordinate this 35 activity through the appropriate City representative. 36 1) Do not operate water line valves of existing water system. 37 a) Failure to comply will render the Contractor in violation of Texas Penal 38 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 39 will be prosecuted to the full extent of the law. 40 b) In addition, the Contractor will assume all liabilities and 41 responsibilities as a result of these actions. 42 F. Public Notification Prior to Beginning Construction 43 1. Prior to beginning construction on any block in the project, on a block by block 44 basis, prepare and deliver a notice or flyer of the pending construction to the front 45 door of each residence or business that will be impacted by construction. The notice 46 shall be prepared as follows: CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised March 11, 2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 01 35 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 8 a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) City of Fort Worth Door Hangers will be provided to the Contractor for distribution with their notice. 4) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 5) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer and door hangers are delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 McCART AND WESTCREEK IMPROVEMENTS Project No. 103316 01 35 13 - 5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 1. At locations in the project where construction activities occur in areas where 2 railroad permits are required, meet all requirements set forth in each designated 3 railroad permit. This includes, but is not limited to, provisions for: 4 a. Flagmen 5 b. Inspectors 6 c. Safety training 7 d. Additional insurance 8 e. Insurance certificates 9 £ Other employees required to protect the right-of-way and property of the 10 Railroad Company from damage arising out of and/or from the construction of 11 the project. Proper utility clearance procedures shall be used in accordance 12 with the permit guidelines. 13 2. Obtain any supplemental information needed to comply with the railroad's 14 requirements. 15 3. Railroad Flagmen 16 a. Submit receipts to City for verification of working days that railroad flagmen 17 were present on Site. 18 J. Dust Control 19 1. Use acceptable measures to control dust at the Site. 20 a. If water is used to control dust, capture and properly dispose of waste water. 21 b. If wet saw cutting is performed, capture and properly dispose of slurry. 22 K. Employee Parking 23 1. Provide parking for employees at locations approved by the City. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 30 1.11 FIELD [SITE] CONDITIONS [NOT USED] 31 1.12 WARRANTY [NOT USED] 32 PART 2 - PRODUCTS [NOT USED] 33 PART 3 - EXECUTION [NOT USED] 34 35 END OF SECTION CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised March 11, 2022 0135 13 - 6 SPECIAL PROJECT PROCEDURES Page 6 of 8 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.13— Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit Remove references to Air Pollution watch Days and NCTCOG Clean construction 3/11/2022 M Owen Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised March 11, 2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13 -7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> RE Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 McCART AND WESTCREEK IMPROVEMENTS Project No. 103316 2 3 ILI Date• EXHIBIT B FORTWORTH,, DOE NO. XXXX Project name: 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 NOTICE OF TEMPORARY WATER SERVICE INITERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 McCART AND WESTCREEK IMPROVEMENTS Project No. 103316 01 45 23 TESTING AND INSPECTION SERVICES Pagel of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another external FTP site approved by the City. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 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. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised March 9, 2020 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Pagel of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work, including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 3. Specification 33 04 30 — Temporary Water Facilities 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various Items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Temporary Utilities 26 1. Obtaining Temporary Service 27 a. Make arrangements with utility service companies for temporary services. 28 b. Abide by rules and regulations of utility service companies or authorities 29 having jurisdiction. 30 c. Be responsible for utility service costs until Work is approved for Final 31 Acceptance. 32 1) Included are fuel, power, light, heat and other utility services necessary for 33 execution, completion, testing and initial operation of Work. 34 2. Water 35 a. Contractor to provide water required for and in connection with Work to be 36 performed and for specified tests of piping, equipment, devices or other use as 37 required for the completion of the Work. 38 b. Provide and maintain adequate supply of potable water for domestic 39 consumption by Contractor personnel and City's Project Representatives. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 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 5000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 c. If required, provide temporary water service needed to maintain customer service to the public during project, in accordance with Section 33 04 30 — Temporary Water Services. d. Coordination 1) Contact City 1 week before water for construction is desired e. Contractor Payment for Construction Water 1) Obtain construction water meter(s) from City for payment of water usage associated with construction water as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 McCART AND WESTCREEK IMPROVEMENTS Project No. 103316 01 5000-3 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 PART 3 - EXECUTION [NOT USED] 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 A. Temporary Facilities 27 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised 9/19/2025 01 5000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.5 [REPAIR] / [RESTORATION] 2 3.6 RE -INSTALLATION 3 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work, to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 15 16 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9/19/25 M Owen 1. 1. C. — Referenced 33 04 30 Temporary Water Facilities 1.4. A. 2. — Provided clarification re: temporary water service for the public CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised 9/19/2025 01 55 26 - 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1- GENERAL 1.1 SUMMARY 4 A. Section Includes: 5 1. Administrative procedures for: 6 a. Street Use Permit 7 b. Modification of approved traffic control 8 c. Removal of Street Signs 9 B. Deviations from this City of Fort Worth Standard Specification 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 34 71 13 — Traffic Control 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. No 17 separate payment will be allowed for this Item. 18 1.3 REFERENCES 19 A. Reference Standards 20 1. Reference standards cited in this specification refer to the current reference standard 21 published at the time of the latest revision date logged at the end of this specification, 22 unless a date is specifically cited. 23 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Traffic Control 26 1. General 27 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian 28 traffic. 29 b. When traffic control plans are included in the Drawings, provide Traffic Control 30 in accordance with Drawings and Section 34 71 13. 31 c. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for review. 33 1) Allow minimum 10 working days for review of proposed Traffic 34 Control. 35 2) A traffic control "Typical" published by City of Fort Worth, the Texas 36 Manual Unified Traffic Control Devices (TMUTCD) or Texas 37 Department of Transportation (TxDOT) can be used as an alternative to CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised March 22, 2021 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 38 preparing project/site specific traffic control plan if the typical is 39 applicable to the specific project/site. 40 B. Street Use Permit 41 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 42 a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation 43 and Public Works Department. 44 1) Allow a minimum of 5 working days for permit review. 45 2) It is the Contractor's responsibility to coordinate review of Traffic Control 46 plans for Street Use Permit, such that construction is not delayed. 47 C. Modification to Approved Traffic Control 48 1. Prior to installation traffic control: 49 a. Submit revised traffic control plans to City Department Transportation and Public 50 Works Department. 51 1) Revise Traffic Control plans in accordance with Section 34 71 13. 52 2) Allow minimum 5 working days for review of revised Traffic Control. 53 3) It is the Contractor's responsibility to coordinate review of Traffic Control 54 plans for Street Use Permit, such that construction is not delayed. 55 D. Removal of Street Sign 56 1. If it is determined that a street sign must be removed for construction, then contact City 57 Transportation and Public Works Department, Signs and Markings Division to remove the 58 sign. E. Temporary Signage 59 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 60 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 61 Devices (MUTCD). 62 2. Install temporary sign before the removal of permanent sign. 63 3. When construction is complete, to the extent that the permanent sign can be 64 reinstalled, contact the City Transportation and Public Works Department, Signs and 65 Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 66 1. Traffic Control Standards can be found on the City's website. 67 1.5 SUBMITTALS [NOT USED] 68 A. Submit all required documentation to City's Project Representative. 69 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 70 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS 71 [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND 72 HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 73 WARRANTY [NOT USED] 74 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised March 22, 2021 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 75 PART 3 - EXECUTION [NOT USED] 76 77 78 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/22/2021 M Owen 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 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 CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised March 22, 2021 015713-1 STORM WATER POLLUTION PREVENTION Pagel of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control 11VA919t1W.1107V.1%'/u1_oleo 89 Z1Z0104Biilt]*1 A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 0157 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 3926088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 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 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING SNOT USED 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 SECTION 015813 TEMPORARY PROJECT SIGNAGE PART 1 - GENERAL 1.1 SUMMARY 01 58 13-1 TEMPORARY PROJECT SIGNAGE Pagel of3 A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. B. Materials 1. Sign a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD IOR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 01 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https://apps.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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised March 9, 2020 1.9 QUALITY ASSURANCE [NOT USED] 01 60 00 PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised March 9, 2020 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Pagel of3 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 3 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH MCCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 3 PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 4 � 6w.1 t,4 9 F 1 t4 3 e I D1;71 I 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 5 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 McCART AND WESTCREEK IMPROVEMENTS Project No. 103316 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 5 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 [Consult City Department/Division for direction on if 26 Mobilization pay item to be included or the item should be subsidiary. Include the 27 appropriate Section 1.2 A. 1.] 28 1. Mobilization and Demobilization 29 a. Measure 30 1) This Item will be measured by the lump sum or each as the work 31 progresses. Mobilization is calculated on the base bid only and will not be 32 paid for separately on any additive alternate items added to the Contract. 33 2) Demobilization shall be considered subsidiary to the various bid items. 34 b. Payment 35 1) For this Item, the adjusted Contract amount will be calculated as the total 36 Contract amount less the lump sum for mobilization. Mobilization shall be 37 made in partial payments as follows: 38 a) When 1% of the adjusted Contract amount for construction Items is 39 earned, 50% of the mobilization lump sum bid or 2.5 % of the total 40 Contract amount, whichever is less, will be paid. 41 b) When 5% of the adjusted Contract amount for construction Items is 42 earned, 75% of the mobilization lump sum bid or 5% of the total Contract 43 amount, whichever is less, will be paid. Previous payments under the Item 44 will be deducted from this amount. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised November 22, 2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 5 1 c) When 10% of the adjusted Contract amount for construction Items is 2 earned, 100% of the mobilization lump sum bid or 5% of the total Contract 3 amount, whichever is less, will be paid. Previous payments under the Item 4 will be deducted from this amount. 5 d) A bid containing a total for "Mobilization" in excess of 5 % of total 6 contract shall be considered unbalanced and a cause for consideration 7 of rejection. 8 e) The Lump Sum bid for "Mobilization — Paving/Drainage" shall NOT 9 include any cost or sum for mobilization items associated with 10 water/sewer items. Those costs shall be included in the various I 1 water/sewer bid Items. Otherwise the bid Items shall be considered 12 unbalanced and a cause for consideration of rejection. 13 f) The Lump Sum bid for "Mobilization — Paving" shall NOT include 14 any cost or sum for mobilization items associated with drainage items. 15 Those costs shall be included in the "Mobilization — Drainage" Lump 16 Sum bid Item. Otherwise the bid Items shall be considered unbalanced 17 and a cause for consideration of rejection. 18 g) The Lump Sum bid for "Mobilization — Drainage" shall NOT 19 include any cost or sum for mobilization items associated with paving 20 items. Those costs shall be included in the "Mobilization — Paving" 21 Lump Sum bid Item. Otherwise the bid Items shall be considered 22 unbalanced and a cause for consideration of rejection. 23 2) The work performed and materials furnished for demobilization in 24 accordance with this Item are subsidiary to the various Items bid and no other 25 compensation will be allowed. 26 2. Remobilization for suspension of Work as specifically required in the Contract 27 Documents 28 a. Measurement 29 1) Measurement for this Item shall be per each remobilization performed. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 and measured as provided under "Measurement" will be paid for at the unit 33 price per each "Specified Remobilization" in accordance with Contract 34 Documents. 35 c. The price shall include: 36 1) Demobilization as described in Section 1.1.A.2.a.1) 37 2) Remobilization as described in Section 1.1.A.2.a.2) 38 d. No payments will be made for standby, idle time, or lost profits associated this 39 Item. 40 3. Remobilization for suspension of Work as required by City 41 a. Measurement and Payment 42 1) This shall be submitted as a Contract Claim in accordance with Article 10 43 of Section 00 72 00. 44 2) No payments will be made for standby, idle time, or lost profits associated 45 with this Item. 46 4. Mobilizations and Demobilizations for Miscellaneous Projects 47 a. Measurement 48 1) Measurement for this Item shall be for each Mobilization and 49 Demobilization required by the Contract Documents CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised November 22, 2016 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 5 1 b. Payment 2 1) The Work performed and materials furnished in accordance with this Item 3 and measured as provided under "Measurement" will be paid for at the unit 4 price per each "Work Order Mobilization" in accordance with Contract 5 Documents. Demobilization shall be considered subsidiary to mobilization 6 and shall not be paid for separately. 7 c. The price shall include: 8 1) Mobilization as described in Section 1.1.A.3.a.1) 9 2) Demobilization as described in Section 1.1.A.3.a.2) 10 d. No payments will be made for standby, idle time, or lost profits associated this 11 Item. 12 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 13 a. Measurement 14 1) Measurement for this Item shall be for each Mobilization and 15 Demobilization required by the Contract Documents 16 b. Payment 17 1) The Work performed and materials furnished in accordance with this Item 18 and measured as provided under "Measurement" will be paid for at the unit 19 price per each "Work Order Emergency Mobilization" in accordance with 20 Contract Documents. Demobilization shall be considered subsidiary to 21 mobilization and shall not be paid for separately. 22 c. The price shall include 23 1) Mobilization as described in Section 1.1.A.4.a) 24 2) Demobilization as described in Section 1.1.A.3.a.2) 25 d. No payments will be made for standby, idle time, or lost profits associated this 26 Item. 27 1.3 REFERENCES [NOT USED] 28 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 29 1.5 SUBMITTALS [NOT USED] 30 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE [NOT USED] 34 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 35 1.11 FIELD [SITE] CONDITIONS [NOT USED] 36 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised November 22, 2016 01 70 00 - 5 MOBILIZATION AND REMOBILIZATION 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised November 22, 2016 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION 01 71 23 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 CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised February 14, 2018 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 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". 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. 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 III:!_\11►,110131t7_11Y\VADo-;&11"Inp1U'Ip1►Y1�`1 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. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised February 14, 2018 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 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 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards) . 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised February 14, 2018 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 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. 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 asbuilt surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee CITY OF FORT WORT14 McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised February 14, 2018 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater —Not Applicable b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater —Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2 - PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 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. ESR1 Shapefile (.shp) 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. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised February 14, 2018 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 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. 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 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 3rd party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised February 14, 2018 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 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 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal 8/31/2017 M. Owen requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised February 14, 2018 FORTWORTH, Section 01 71 23.01 - Attachment A Survey Staking Standards February 2017 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 22 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking 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\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 22 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER IRRIGATION AND RECLAIMED WATER PURPLE" 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\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 22 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for 'Zoning Maps'. Under 'Layers' , expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc -second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. 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 anvthing 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\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Proiected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert_ Conformal_ Conic Fa Ise_Easti ng: 1968500.00000000 False -Northing: 6561666.66666667 Central Meridian:-98.50000000 Standard Parallel 1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude -Of -Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS_North_American_1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming 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\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 22 File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv Example Control Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 22 Li V D� m J _ � W J m-� P < � � x it W W 1015 EL.= 100.aa' CP w m 7 ( r7 n U) I J Q r 1-- Ul W J m ( U 0 r-) 1 6� N=5000.00 E=5000.00 V. Water Staking Standards 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 7 of 22 A. Centerline Staking — Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking - Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above III. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be +0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main IL RIM grades should only be provided if on plans Example Water Stakes 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 � \\ %3 3% ± '�n \ ` � )j S ® � 2 k/� � 3 0/ y a C%5=2;@ \ I @ \ � � S \� \ <LU 224E \ g 2(Uj M ( /M&o : / 3 odsf a/L = w S»@+, \,�_ � \ G \ / s \ $ $e \ m % $\ g= LLJ / / Ld \ / % u * \ m( \ \ ° / ( \ n \$ \ 9 / \ _ / / / / z \\ \ v 2 \ L) « z 00 . � / \]§ y z cl � < § �> t \[\) / m u7 | ) ƒ]/ VE 5ankaC Sewer Staking egpc aGGAenanceP@es T mpomRspec qe\apialD@i R\apDeliveryDiv01\0171 23.1E01 Attachme% A sure Stakingaandaesdo2 Page gw22 A. Centerline Staking — Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IL Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01—Attachment A —Survey Staking Standards.docx Page 10 of 22 Example Sanitary Sewer Stakes W �r � W�M 0 pr i LL W �z p °7 `w c� J JJ v rc ee LL-�112) b f s SS II = II STA—.3+71K o W CD { ] tr w C GIw d�z w NE z 12' O/S ss SiA—U+ wr_cn < � Y LL 0� � F z i2 aa�F- w rc W N w w EL IL i k w L w 7 wW LLj w❑❑ .. x r H w W W } ~ N _ N a Ln + w d W EL w w w = F P F F- Z z F� F� F F- W a � V 1 ry�J l F -m J W Od w Y w0 �F EL z m3 J 6 2 Of 0 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 11 of 22 VII. Storm Sewer & Inlet Staking A. Centerline Staking — Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet = 16.00' total length III. Recessed 10' Inlet = 20.00' total length IV. Standard double 10' inlet = 26.67' total length V. Recessed double 10' inlet = 30.67' total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans 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 12 of 22 Example Storm Inlet Stakes FRONT (SIDE FACING BACK (SIDE FApNC R.ELW.) POINT # _�.. 1'117+I 1-1I19 ELEVATIEN HUB WATH TACK BACK CF CLIRB FLOhLINE — — —'EDGE OF PAVEMENT 8 �� n m m 0 m z r 1 z IDENTIFIES WHICH END OF THE WING BEING STAKED II INLET STATION } (IF NOTED ON P IDENTIFIES GRADE (T1 1 TO TOP OF CURB 0 G MIDENTIFIES GRADE TO FLOWLINE c7 I H,—`- FL �_I`;Ih�1= REQUITED IN LIEU a OF F'IFJi�- PAIINTEC LATH LAN S] BACK {SUE FAI3NG R.QW_) PUNT 0 4 HUB ELEwnm FRONT (SIDE FACING P8' 0 n r �r IDENTIFIES WHICH END OF THE YdNG 5�f BEING STAKED t Tom. a FL c7 I 51RRUANU lU' - lb' RECESSED 10' - 20' STANDARD DUJBLE 10' - 26.67 _ — — — — — — RECESSED ddJBLE 10� =30— I I ®AC3' CF INLET 1 �1 - IAA,NHCLi_ �i� o 01 R1M I .ter WANE.... FACE OF INLET EDGE OF PAVEMENT F,4'CE OF INLET EDGE OF PAVEMENT 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 13 of 22 BACK OF CURB FLOWLINE --- EDGE OF PAVEMENT VIII. Curb and Gutter Staking A. Centerline Staking — Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves III. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted 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 14 of 22 Example Curb & Gutter Stakes FRONT (SIDE FACING o, FRONT a� (SIDE FACING ] DENTIM START POW OF CURVATURE Pe' FRONT IDENTIFIES M (SEE FACINC ¢) POINT OF FRONT T"cQ�r {SIDE FACING} Ffr O L C 8 O A + � BACK T IDENnmrs oFFsET Is TO o (SIDE FACING R.O.W.} SACK of auae DR F/C r/c`Y oll FOR FhCE OF CURS J III I FCANT #I l g III I + III I +^ T� ICQMMES GRADE IS 4T4 TOP OF vur III I NCB GRff]E 4N HUB ELEVAMN + RAalu5 POINTS — _ [10 FLA12CING REQUIRED Ild LIEU OF�'INI. PAINTED I—AIHPAINTED I—A1H �- �7 '4�. • l� rr{ �� 1 ��-- TOP OF CURB BACK OF CURS FACE OF CURL �s L ---�� FLO V%LI N E 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 r (§\� �' w � / .. § 2� gL®[ \ \2 » � � 6« >G� w � 7 � ; ». 9 �\ f em ate, jE A�(/ 6 080 �k< / am z _@ } i e m »�a l3 / ]£ / _ gELj � . )2\ � &E 2 & \d (\ 0 \� IOL� O: pes- + Governance PmcaAT mpogRspegeADpi IDG7r CpDelivery D&o#o171 23.1E01 Attachment A Su&e Stakingaanda@sdox Page 16 of 22 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Standard City Cut Sheet Date: ❑ TOTAL Staking Method: ❑ GPS STATION LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS City Project Number: Project Name: ❑ OTHER 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\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND" to notify the City. 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 19 of 22 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 20 of 22 STk OOL}p7 - Iz 1W CL47UY Xv SPA 017M -OWL (FLDYD LIR/ STAO.OjOO - OWL (FTDYD M REY4VE & SAME EWT. gEI�N pfm IrWATER WE VALVE & REDWCER },y WRAEC'T TO EXIST. Li WATER TF�ML1412• BEND r�F�' T- gX A'FLSOUD SLEEVE REL CZA a2R01-- TL'WC i-1 ',W6 PIG f-L2'G4E YA1YE �� Nld94T�! .FENd adfti?'S - WL N-69CLJ1V N.6gl71TO6637 �.� D95S940 �/ ,y. E•2 3r81i92 € 33TI794 E•22963T7-WO J--X CAW,4tYtTEE T-B'SArE % h FIRE R Wr� pJ 11 LF EMYO6R/Wr LEAD inva erta rrera. ,A ,.• ,��/i py / P Z GATE VALVE Fret rmtn ,d -h'C�' / N•6947O.9O.O269 L Ad ! C.1° 7J 3rntvma qr w.F nan 0 BLK 6 ° LOT 2 * �' 7� Wig Re{fa] Mahe VlhtRem YMWmals !M kvr.• 07FMdrEs grwT��, REMWE EX15T. ' "� eras ---- - - -- -- +-3rrr ex.sss—_ TaW •1 / p p + r PROPOSED REAWE & S"AAEEpf I �S"z SANJi4Fn EMT.rYALVE SEE SHEE sTA a3zao - !zw lNSTAIls LDT A �- F V£RT. SEND as k Tl IO V w M �j. N,6WO77.4894 c-I tawrr lec E 22915Y53672 mar,• r STA 0.0= - LP WL (FLOW LM SrA. 0,67.M - !2'w !! TMSTAU. INSTALL AIISPAtI, I- Z ALA SOLD SLEEVE 1-045'VE r.aEMD !-!2'4SVERt:I#aTD 9 LF OF XWATE'A PNIE N'6''C&5-' ' N-6947O5Z-gW MWNECI TO ,EMT. IP WATER F-229&3d32813 E-22%30IB37O N.694714s-909 E 22963098736 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 22 23.16.01_Attachment A_Survey Staking Standards.docx Page 22 of 22 O:\Sp NH1XY E�IF P P nY 4 ul..f1 29 I� 3IP5 Coy I KFM NbYI+ LOr 3LQ TQ3 �IgCm ReIW� Y NWYr1 I , 4'SANlTIRY SiEWER ® n4A'lMi1J3 C Li G SFJ3VA'Y` W1 CLEAMq'rT pn M +8 Mwtury W W LAYToN RD. _ ca 12'WATER er C y�G� LI L ii L'3654 �^F �h^e � 8,� �� � }5 � 4 U) ` U L-3654 Ex. it 5 -- c Carom arVve IVI! r'e y mr� f 1� ' 1��' J P.L E EXIST y B. sw.seffER _4 r r SrA I,6FXI - IF SS LINE A - LIT 2 m. cr�,, rm M.FwiWum I r i EXIST STA.0-ML-3171- EXIST. STA.RaL3654 va.ussc REGNE EYISTSSM(H lAWSMC'T 5 LF OF [3.55 CLNE fv-� r CMIST.rDfASSMH INMUM CLMCCOLLM & MH INSERT �y / 11 i W/ MPNOSM PROTECTM CNNECr PROP. 81SS (sw; CMNECT PROW. M SS MEMO TO PAI SSYH. N-694MS.5252 E- 15522 fL CITY MAP NO. 2018-380,2018-3' MAPSCO PAGE NO.74N, S, T, T 7 T 7 7 7 6 6 ecl 2.00 P1 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 23 M 71 Obviously the .csv or Axt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING EASTING ELEV. DESCRIPTION 1 6946257.189 2296079.165 726.09 SSMH RIM q-i2 6946260.893 2296062141 725.663 GV RIM 3 6946307.399 2296038.306 726.85 GV RIM Ce} � 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195.23 2296015.116 722,123 GV RIM 5 6946190.528 2296022.721 722.325 FH qf L 3 N �' i 7 6946136.012 2295992.115 719.448 WM RIM 8 6946002.267 2295919.133 713.331 WM RIM 7X CE-f-- .,1 L 9 6946003.056 2295933.418 713.G52 CO RIM ZUi�{ Ll Z- 10 6945984.677 2295880.52 711.662 SSMH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895.077 2295860.962 707.72 WM RIM 13 6945996.591 2295962.188 708.205 WM RPM p v'�l`�C �} L 14 6945934.286 2295841.925 709.467 WM RIM 15 6945936,727 2295830.441 710.084 CO RIM CCC, I S 16 6945835.678 2295799.707 707.774 SSMH RIM 17 6945817.488 2295827.011 708.392 SSMH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM 19 6945768.563 2295779.424 710.086 GV RIM 20 6945743.318 2295788,392 710.631 GV RIM 21 6945723.219 2295754,394 712.849 GV RIM 22 6945682.21 2295744.22 716.686 WM RIM 23 6945621,902 2295669.471 723.76 WM RIM 24 6945643.407 2295736.03 719.737 CO RIM C �!C 1�T 25 6945571.059 2295655.195 727.514 SSMH RCM 26 6945539.498 2295667,803 729.123 WM RIM 7D 27 6945519.834 2295619.49 732.689 WM R1M C a� yid �U -T-S 28 6945417.879 2295580.27 740.521 WM RIM i l Sid 29 6945456.557 2295643.145 736.451 CO RIM 30 6945387.356 2295597.101 740.756 GV RIM fZ F }7 ( f}1L15 31 6945370.688 2295606.793 740.976 GV RIMS �iu�UC 32 6945393.53 2295610.559 740.408 FH 33 694S321.228 2295551,105 746.34 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 RIM r� Q �- 38 6945142.015 2295557.666 750.853 WM RIM L S l I'M Vb 39 6945113.445 2295520.335 751.971 WM RIM 40 6945049.02 2295527.345 752.257 SSMH RIM 41 6945041.024 2295552.675 751.79 WM RIM P 7 42 43 6945039.878 6945006.397 2295552.147 2295518.135 751.88 WM RIM 752.615 WM RIM 1 S Y �i#XtTi 44 6944944.782 2295520.635 752.801 WM RIMd6 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\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 24 C. Other preferred as -built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 ©ln _ ra z' LL x 3 E LL Y w s` R E Y F E s t 1 PItR g qM `� Pq O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 26 of 26 SECTION 0174 23 CLEANING PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 01 74 23 - 1 CLEANING Page 1 of 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 01 74 23 - 2 CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 01 74 23 - 3 CLEANING Page 3 of 4 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight -exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 01 74 23 - 4 CLEANING Page 4 of 4 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 01 7719 CLOSEOUT REQUIREMENTS 01 77 19 - 1 CLOSEOUT REQUIREMENTS Pagel of 3 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 — General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various Items bid. 14 No separate payment will be allowed for this Item. 15 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 McCART AND WESTCREEK IMPROVEMENTS Project No. 103316 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 30 PART 3 - EXECUTION 31 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION 32 [NOT USED] 3.4 CLOSEOUT PROCEDURE 33 A. Prior to requesting Final Inspection, submit: 34 1. Project Record Documents in accordance with Section 0178 39 35 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 36 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 37 01 74 23. 38 C. Final Inspection 39 1. After final cleaning, provide notice to the City Project Representative that the Work 40 is completed. 41 a. The City will make an initial Final Inspection with the Contractor present. 42 b. Upon completion of this inspection, the City will notify the Contractor, in 43 writing within 10 business days, of any particulars in which this inspection 44 reveals that the Work is defective or incomplete. 45 2. Upon receiving written notice from the City, immediately undertake the Work 46 required to remedy deficiencies and complete the Work to the satisfaction of the 47 City. 48 3. The Right-of-way shall be cleared of all construction materials, barricades, and 49 temporary signage. 50 4. Upon completion of Work associated with the items listed in the City's written 51 notice, inform the City that the required Work has been completed. Upon receipt of 52 this notice, the City, in the presence of the Contractor, will make a subsequent Final 53 Inspection of the project. 54 5. Provide all special accessories required to place each item of equipment in full 55 operation. These special accessory items include, but are not limited to: a. 56 Specified spare parts 57 b. Adequate oil and grease as required for the first lubrication of the equipment 58 c. Initial fill up of all chemical tanks and fuel tanks 59 d. Light bulbs 60 e. Fuses 61 £ Vault keys 62 g. Handwheels 63 h. Other expendable items as required for initial start-up and operation of all 64 equipment 65 D. Notice of Project Completion 66 1. Once the City Project Representative finds the Work subsequent to Final Inspection 67 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 68 E. Supporting Documentation 69 1. Coordinate with the City Project Representative to complete the following additional 70 forms: CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised March 22, 2021 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 88 26 01 77 19 - 3 CLOSEOUT REQUIREMENTS Page 3 of 3 a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/22/2021 M Owen 3.4 C. Added language to clarify and emphasize requirement to "Clearing ROW" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 McCART AND WESTCREEK IMPROVEMENTS Project No. 103316 01 78 23 - 1 OPERATION AND MAINTENANCE DATA Pagel of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 '/z inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised December 20, 2012 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 c. Text: Manufacturer's printed data, or neatly typewritten d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. f. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. g. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised December 20, 2012 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. 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 CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised December 20, 2012 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 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 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 Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised December 20, 2012 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised December 20, 2012 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements I-W9C7[o1W.1a7W.VadI3i`►IIaat1@141a1iJ7xy A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD[OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH McCART AND WESTCREEK IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised July 1, 2011 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions (Geotechnical Report) GC-4.04 Underground Facilities (SUE) GC-4.06 Hazardous Environmental Condition at Site NONE GC-6.06.D Small Business Compliance GC-6.07 Wage Rates Highway, followed by Heavy (incl water and sewer lines) GC-6.09 Permits and Utilities NONE GC-6.24 Nondiscrimination NONE GR-01 60 00 Product Requirements (City of Fort Worth Standard Product List) CITY OF FORT WORTH MCCART AVE AND WESTCREEK DR INTERSECTION IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 1, 2025 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MCCART AVE AND WESTCREEK DR INTERSECTION IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 1, 2025 99ZSZ'X SlNaWRAO)IaNa NOU3as2I3.LM anixa xaaUXS2 e aNv anNanV I'JVD3w all Q 'ig V1 3 O cz W ti v, ro e ui yt5 7 , O N F Z m I N U Q H C7 r U ��mp1 O 4 F F- o Z < R zm .. � F `Pf Z o m m ¢ 04 0. a �'c a g z a� r �w� a qq a.m .1 �x r e N -Pow, G 8m ��� � O_ m �- O O F^ a C �81 `3u"�s P. a�a yF Sm�€ „" , U a 1 1 �--$ Eo , LLf3nw Om I 1 / W I, PAP y oomo� ' W I zo�pxon'x9° I� I noory3gm no°a,, 0:Aw �U I �I � \a Soa LLm i I 19 oR " i o ®, \ 8 � ■ � h � ®� °° m m �� oo�m wwyN 3 pwe as �a'a>n�mo2, mn- I...I... ■ I n<� gns n I{r` q„ 0z>i- a�h2..Rk g a„o'- a]a U I I I zo p o 1 ~ �t ED I oR'ap�3zm 4i I I NglI51WOtl AtlM�iPIHWltl4 W'wMW[�IYWJLm�AN04+gee0401Nee++reaAl BvepW-WO'tLCRO110arW0aOZHWt9YlL sNCs9'. GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MCCART AVE AND WESTCREEK DR INTERSECTION IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 1, 2025 GEOTECHNICAL ENGINEERING STUDY INTERSECTION IMPROVEMENTS McCART AVENUE & WESTCREEK DRIVE FORT WORTH, TEXAS Presented To: Baird, Hampton & Brown, Inc. December 2023 PROJECT NO. 110-23-157 December 7, 2023 Report No. 110-23-157 Baird, Hampton & Brown, Inc. 3801 William D. Tate, Suite 500 Grapevine, Texas 76051 Attn: Mr. Austin Baird, P.E. GEOTECHNICAL ENGINEERING STUDY INTERSECTION IMPROVEMENTS McCART AVENUE & WESTCREEK DRIVE FORT WORTH, TEXAS Dear Mr. Baird: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with CMJ Proposal 22-8737 dated July 6, 2022. The geotechnical services were authorized via Subconsultant Agreement for Professional Services, BHB Project Number 2022.717.000 dated May 3, 2023. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to Baird, Hampton & Brown, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING, INC. ; E�F TF� TEXAS FIRM REGISTRATION NO. F-9177 y:' •,tS' i� • * i % v...:............ :�.*..`r .......... fMATTHEW W. KAMMERDIENER", f....:............... ........" P ,s: 127818 rttt��FSS,cE..... Matthew W. Kammerdiener, P.E. Project Engineer Texas No. 127818 copies submitted: (2) Mr. Austin Baird, P.E.; Baird, Hampton & Brown, Inc. (email & mail) CMJ Engineering 7636 Pebble Drive p: 817.284.9400 Fort Worth, TX 76118 f: 817.589.9993 www.cmiengr.com TABLE OF CONTENTS Paqe 1.0 INTRODUCTION------------------------------------------------------------------------------------------------------- 2 2.0 FIELD EXPLORATION AND LABORATORY TESTING ------------------------------------------------------ 3 3.0 SUBSURFACE CONDITIONS-------------------------------------------------------------------------------------- 4 5.0 PAVEMENT DESIGN------------------------------------------------------------------------------------------------- 9 6.0 EARTHWORK ---------------------------------------------------------------------------------------------------------- 14 7.0 CONSTRUCTION OBSERVATIONS-----------------------------------------------------------------------------17 8.0 REPORT CLOSURE-------------------------------------------------------------------------------------------------18 APPENDIX A Plate Planof Borings --------------------------------------------------------------------------------------------------------------- A.1 Unified Soil Classification System --------------------------------------------------------------------------------------- A.2 Key to Classification and Symbols-------------------------------------------------------------------------------------- A.3 Logsof Borings------------------------------------------------------------------------------------------------------- A.4 - A.6 FreeSwell Test Results---------------------------------------------------------------------------------------------------- A.7 Soluble Sulfate Test Results---------------------------------------------------------------------------------------------- A.8 Lime Series Test Results-------------------------------------------------------------------------------------------------- A.9 APPENDIX B Plate Pavement Thickness Design--------------------------------------------------------------------------------------------- B.1 Report No. 110-23-157 CMJ ENGINEERING, INC. 1 1.0 INTRODUCTION 1.1 General The project, as currently planned, will consist of left turn lane additions at the intersection of McCart Avenue and Westcreek Drive. Asphalt concrete (HMAC) pavements are anticipated. A new traffic signal is also planned. This investigation meets the requirements of the City of Fort Worth Pavement Design Manual, dated January 2015. Plate A.1, Plan of Borings, depicts the project vicinity and approximate location of exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, develop recommendations for the type or types of foundations suitable for the project, recommendations for the type or types of pavement subgrade preparation and stabilization, provide pavement design guidelines, and provide earthwork recommendations. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the structures could change. The recommendations contained in this report are based on data supplied by Baird, Hampton & Brown, Inc. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 8. All plates and large tables are contained in Appendix A. The alpha -numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Report No. 110-23-157 CMJ ENGINEERING, INC. 2 Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by three (3) vertical soil borings drilled to depths of 10 to 30 feet. The borings were drilled using continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 through A.6 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin -walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin -walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respected test depths, as blows per 6 inches on the log. In hard materials (rock or rock -like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. Report No. 110-23-157 3 CMJ ENGINEERING, INC. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits and plastic limits), moisture content, unconfined compressive strength, and unit weight tests were performed. Results of the laboratory classification tests, moisture content, unconfined compressive strength, and unit weight tests conducted for this project are included on the boring logs. Swell testing was performed on a specimen from a selected sample of the clays. This test was performed to help in evaluating the swell potential of in -situ soils. The results of the swell test are presented on Plate A.7. Soluble sulfate tests were conducted on selected soil samples recovered from the borings. The sulfate testing was conducted to help identify lime -induced heaving potential of the soils. Lime - induced heaving can cause detrimental volumetric changes to a lime modified subgrade. The results of the sulfate tests are presented on Plate A.B. An Eades and Grim Lime Series test was performed on a selected sample to identify the appropriate concentration of lime to add to soils for stabilization purposes. The results of the lime series tests are presented on Plate A.9. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings are discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Soils encountered consist of dark brown, light brown, reddish brown, tan, and gray clays, silty clays, and shaly clays. The surficial clays in Borings B-1 and B-2 contain fractured limestone Report No. 110-23-157 CMJ ENGINEERING, INC. 4 seams. Fractured limestone seams are also present within the overburden clays from 2 to 5 feet and below 13 feet in Boring B-3. The various clayey soils often contain calcareous nodules, ironstone nodules, and limestone fragments and occasional pebbles. Shale seams were present within the shaly clays below a depth of 21 feet in Boring B-3. The clayey soils encountered in the borings had tested Liquid Limits (LL) of 32 to 65 with Plasticity Indices (PI) of 19 to 40 and are classified as CL and CH by the USCS. The clayey soils were generally very stiff to hard (soil basis) in consistency with pocket penetrometer readings of 4.0 to over 4.5 tsf. Tested dry unit weights were 100 to 109 and unconfined compressive strengths were 11,350 to 18,430 psf. Tan limestone was present in Borings B-1 and B-2 at depths of 4 to 5 feet. The tan limestone contains clay seams and/or layers and occurs fractured in Boring B-1. The tan limestone is considered moderately hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of 1 to 3'/4 inches of penetration for 100 hammer blows. Gray shale was next present in Boring B-3 at a depth of 24 feet and continues through boring termination at a depth of 30 feet. The gray shale is generally moderately hard (rock basis), with Texas Cone Penetrometer (THD) test values of 3'/4 to 3'/2 inches of penetration for 100 hammer blows. 3.2 Ground -Water Observations The borings were drilled using continuous flight augers in order to observe ground -water seepage during drilling. No seepage was encountered in Borings B-1 through B-3 during drilling and these borings were dry at completion. While it is not possible to accurately predict the magnitude of subsurface water fluctuation that might occur based upon these short-term observations, it should be recognized that ground -water conditions will vary with fluctuations in rainfall. Fluctuations of the ground -water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. The possibility of ground -water level fluctuations should be considered when developing the design and construction plans for the project. The possibility exists that perched water may occur atop the tan limestone, within the tan limestone, or through more permeable joints in the clays, particularly after periods of heavy or extended rainfall. Report No. 110-23-157 .1 CMJ ENGINEERING, INC. 4.0 FOUNDATION RECOMMENDATIONS — TRAFFIC SIGNAL 4.1 General Foundation Considerations Two independent design criteria must be satisfied in the selection of the type of foundation to support the proposed traffic signal structure. First, the ultimate bearing capacity, reduced by a sufficient factor of safety, must not be exceeded by the bearing pressure transferred to the foundation soils. Second, due to consolidation or expansion of the underlying soils during the operating life of the structures, total and differential vertical movements must be within tolerable limits. The foundations for the proposed traffic signal are discussed below. 4.2 Straight Shaft Design Parameters 4.2.1 Design Criteria Recommendations and parameters for the design of cast -in -place straight -shaft drilled piers are outlined below. Specific recommendations for the construction and installation of the drilled piers are included in the following section, and shall be followed during construction. Bearing Stratum Gray SHALE Depth of Bearing Stratum: Approximately 24 feet below existing grades Required Penetration/Depth: All piers should penetrate into the bearing stratum a minimum of 3 feet. Allowable End Bearing Capacity: 20,000 psf Allowable Skin Friction: Applicable below a minimum penetration of 3 feet into gray shale and below any temporary casing; 3,000 psf for compressive loads and 2,000 psf for tensile loads. The above values contain a safety factor of three (3). A minimum pier diameter of 18 inches is recommended. In order to develop full load carrying capacity in skin friction, adjacent shafts should have a minimum center -to -center spacing of 3 times the diameter of the larger shaft. Closer spacing may require some reductions in skin friction and/or changes in installation sequences. Closely spaced shafts should be examined on a case -by -case basis. As a general guide, the design skin friction will vary linearly from the full value at a spacing of 3 diameters to 50 percent of the design value at 1 diameter. Report No. 110-23-157 11 CMJ ENGINEERING, INC. Settlements for properly installed and constructed straight shafts in the gray shale will be primarily elastic and are estimated to be one inch or less. 4.2.2 Lateral Load Design Values Drilled shaft lateral load design parameters based on our field and laboratory test results are presented in Table 4.2.2-1 together with our recommended design stratigraphy. The upper 10 feet of clay soils surrounding the drilled shaft are recommended to be neglected in the lateral load analyses because of the potential for shrinkage cracks forming along the sides of the drilled shafts. TABLE 4.2.2-1 — RECOMMENDED LATERAL LOAD DESIGN VALUES Design Design Total Design k-value E Soil Type Depth Unit Weight Design Strength s50 (pci) (psi) Interval (ft) (pcf) Surface Sods Cohesion Friction (undrained 10 — 24 120 (psi) den ees 0.02 100 - condition) 4 0 Surface Soils 10 — 24 120 3 12 0.02 100 - (drained condition) Gray Shale y Uniaxial Compressive (Est. RQD = 60%) 24+ 140 Strength (psi) 0.0005 - 1x104 200 4.2.3 Soil Induced Uplift Loads The drilled shafts could experience tensile loads as a result of post construction heave in the site soils. The magnitude of these loads varies with the shaft diameter, soil parameters, and particularly the in -situ moisture levels at the time of construction. In order to aid in the structural design of the reinforcement, the reinforcement quantity should be adequate to resist tensile forces based on soil adhesion equal to 1,400 psf acting over the upper 10 feet of the pier shaft. This load must be resisted by the dead load on the shaft, continuous vertical reinforcing steel in the shaft, and a shaft adhesion developed within the bearing strata as previously discussed. In order to aid in the structural design of the reinforcement, minimum reinforcing should be equal to 0.5 percent of the shaft area. 4.2.4 Drilled Shaft Construction Considerations Drilled pier construction should be monitored by a representative of the geotechnical engineer to observe, among other things, the following items: Report No. 110-23-157 7 CMJ ENGINEERING, INC. • Identification of bearing material • Adequate penetration of the shaft excavation into the bearing layer The base and sides of the shaft excavation are clean of loose cuttings • If seepage is encountered, whether it is of sufficient amount to require the use of temporary steel casing. If casing is needed it is important that the field representative observe that a high head of plastic concrete is maintained within the casing at all times during their extraction to prevent the inflow of water Excavations for the shafts should be maintained in the dry. Precautions should be taken during the placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the excavation. Concrete should be placed as soon as practical after completion of the drilling, cleaning, and observation. Excavation for a drilled pier should be filled with concrete before the end of the workday, or sooner if required to prevent deterioration of the bearing material. Prolonged exposure or inundation of the bearing surface with water will result in changes in strength and compressibility characteristics. If delays occur, the drilled pier excavation should be deepened as necessary and cleaned, in order to provide a fresh bearing surface. The concrete should have a slump of 6 inches plus or minus 1 inch. The concrete should be placed in a manner to prevent the concrete from striking the reinforcing cage or the sides of the excavation. Concrete should be tremied to the bottom of the excavation to control the maximum free fall of the plastic concrete to less than 10 feet, or focus concrete in the middle of the reinforcing cage to prevent segregation. A drilling rig of sufficient size and weight will be necessary for drilling and/or coring through the hard layers to reach the desired bearing stratum and achieve the required penetration. In addition to the above guidelines, the specifications from the Association of Drilled Shaft Contractors Inc. "Standards and Specifications for the Foundation Drilling Industry" as Revised 1999 or other recognized specifications for proper installation of drilled shaft foundation systems should be followed. 4.3 Grade Beams The use of grade beams (if and where necessary) supported by the drilled shafts may be considered to prevent potential distress of any feature elements supported thereon. Based on the Report No. 110-23-157 CMJ ENGINEERING, INC. 3 conditions encountered in the borings, potential moisture induced movements are estimated to be on the order of 2'/2 inches for the clay soils in a dry condition for structures situated near existing grade. Therefore, a minimum 6-inch void space should be provided beneath all grade beams to prevent contact with the swelling clay soils. This void will serve to minimize distress resulting from swell pressures generated by the clays. Grade beams may be cast on cardboard carton forms or formed above grade. If cardboard carton forms are used, care should be taken to not crush the carton forms, or allow the carton forms to become wet prior to or during concrete placement operations. A soil retainer should be provided to help prevent in -filling of this void. Backfill against the exterior face of grade beams or panels should be properly compacted on -site clays. Compaction should be a minimum of 93 percent of ASTM D698, at a minimum of 2 percentage points above the optimum moisture content determined by that test. This clay fill is intended to reduce surface water infiltration beneath the structure. 5.0 PAVEMENT DESIGN 5.1 Pavement Subgrade Considerations 5.1.1 General The performance of the pavement for this project depends upon several factors including: the characteristics of the supporting soil; the magnitude and frequency of wheel load applications; the quality of construction materials; the contractor's placement and workmanship abilities; and the desired period of design life. The success of the pavement subgrade is subgrade soil strength and control of water. Adequate subgrade performance can be achieved by modifying or stabilizing the existing soils used to construct the pavement subgrade. Pavement sections are susceptible to edge distress as edge support deteriorates over time. Therefore, care must be taken to provide and maintain proper edge support. In conjunction with a stabilized subgrade underlying the pavement, it is recommended that the stabilized subgrade extend a minimum of 12 inches beyond each side of the proposed pavement. Maintenance should be provided when edge support deteriorates. Report No. 110-23-157 CMJ ENGINEERING, INC. W7 5.1.2 Subgrade Preparation Anticipated subgrade materials generally consist of clays of high plasticity. The high plasticity soils are subject to loss in support value with the moisture increases which occur beneath pavement sections. They react with hydrated lime, which serves to improve and maintain their support value. Treatment of these soils with hydrated lime will improve their subgrade characteristics to support area paving. In lieu of a lime stabilized subgrade, a flexible base meeting TxDOT Item 247, Type A, Grade 112 may be utilized on an equal basis. The option of using a flexible base in lieu of lime stabilizing the subgrade presents a relatively quick, straight forward solution to preparing the materials prior to pavement placement and alleviates sulfate -induced heaving concerns. 5.2 Potential Vertical Movements Estimates of expansive movement potential have been estimated using TxDOT Test Method Tex 124-E. Potential vertical movements on the order of 2'/2 inches are estimated. Movements in excess of the estimated value can occur if poor drainage, excessive water collection, leaking pipelines, etc. occur. Any such excessive water conditions should be rectified as soon as possible. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. 5.3 Sulfate -Induced Heaving Soluble sulfate testing was conducted to check for sulfate -induced heaving potential. Sulfate - induced heaving is caused when hydrated lime is added to a soil with high sulfate concentration. The lime reacts with the sulfates to cause potentially large volumetric changes in the soil. Soluble sulfate levels in soils on the order of 2,000 parts -per -million (ppm) or less are usually of low concern and warrant only observation of the subgrade during the stabilization process. Soluble sulfate levels on the order of 2,000 to 6,000 ppm usually warrant a double lime process, with the first treatment of lime consisting of/z the recommended concentration and a second lime treatment consisting of the full recommended concentration. Sulfate levels on the order of 6,000+ ppm may require a double -lime process, with the two full concentration lime treatments. Report No. 110-23-157 IT17 CMJ ENGINEERING, INC. Recovered samples were tested for soluble sulfate levels and these results are presented on Plate A.B. Tested soluble sulfate levels were 100 ppm or less. As these levels are less than 2,000 ppm, a typical treatment process is recommended at this time. The typical treatment is described in Section 5.4. We recommend once the subgrade is established, additional sulfate testing should be performed on the actual subgrade to verify low soluble sulfate concentration and any special measures identified on a case -by -case basis. In addition, it is recommended that during the curing period of the cement treatment, the subgrade be supplied with ample moisture and it should be checked for any volumetric changes that may indicate a sulfate -induced heaving condition. 5.4 Pavement Subgrade Preparation 5.4.1 Lime Stabilization Lime stabilization is recommended for all subgrade areas with plastic clays. According to the City of Fort Worth Pavement Design Manual, January 2015, Appendix A, Section 5.2, lime treatment should be used for soils with PI's in excess of 11. Prior to lime addition, the subgrade should be proofrolled with heavy pneumatic equipment weighing approximately 25 tons. Any soft or pumping areas should be undercut to a firm subgrade and properly backfilled as described in Section 6.0. The stabilized pavement subgrade should be scarified to a minimum depth of 8 inches and uniformly compacted to a minimum of 95 percent of Standard Proctor density (ASTM D698), to minus 2 to plus 4 percentage points of the optimum moisture content determined by that test. It should then be protected and maintained in a moist condition until the pavement is placed. The presence of calcareous nodules, ironstone nodules, pebbles, and limestone fragments in the surficial soils can complicate the mixing of the soil and lime. It is recommended a minimum of 8 percent hydrated lime be used to stabilize the clay subgrade soils. The estimated amount of hydrated lime required to stabilize the subgrade should be on the order of 48 pounds per square yard based on a soil dry unit weight of 100 pcf for an 8-inch depth. The hydrated lime should be thoroughly mixed and blended with the upper 8 inches of the clay subgrade (TxDOT Item 260). The hydrated lime should meet the requirements of Item 260 (Type A) in the Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. Report No. 110-23-157 11 CMJ ENGINEERING, INC. 5.4.2 Subgrade Preparation Considerations It is recommended that subgrade stabilization extend to at least one foot beyond pavement edges to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture variations after construction. Each construction area should be shaped to allow drainage of surface water during earthwork operations, and surface water should be pumped immediately from each construction area after each rain and a firm subgrade condition maintained. Water should not be allowed to pond in order to prevent percolation and subgrade softening, and subgrade treatments should be added to the subgrade after removal of all surface vegetation and debris. Sand should be specifically prohibited beneath pavement areas, since these more porous soils can allow water inflow, resulting in heave and strength loss of subgrade soils (lime stabilized soil will be allowed for fine grading). After fine grading each area in preparation for paving, the subgrade surface should be lightly moistened, as needed, and recompacted to obtain a tight non -yielding subgrade. Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the pavement surface quickly. All pavement construction should be performed in accordance with the procedures provided in Section 5.6. 5.5 Pavement Sections At the time of this investigation, site paving plans or vehicle traffic studies were not available. Pavement analyses were performed using methods outlined in the AASHTO Guide for Design of Pavement Structures, 1993 Edition, published by the American Association of State Highway and Transportation Officials. The design equations were solved using AASHTO Pavement Analysis Software. In the AASHTO method, traffic loads are expressed in Equivalent 18-kip Single Axle Loads (ESAL) over the design life of the pavement structure. Based on the results of the field and laboratory investigation, soil plasticity properties, and requirements of the City of Fort Worth Pavement Design Manual, dated January 2015, the following design parameters were used in our thickness design calculations for the proposed roadway. Report No. 110-23-157 IV CMJ ENGINEERING, INC. SubgradeSoils..................................................................Clay DesignLife........................................................................ 30 years Initial Serviceability............................................................4.2 (flexible) Terminal Serviceability......................................................2.5 Reliability........................................................................... 90% Overall Deviation (flexible) ................................................ 0.45 Drainage Coefficient.........................................................1.0 Design CBR (raw subgrade).............................................3 Adjusted Design CBR (lime stabilized, long-term) ............ 20 The following flexible pavement section is provided for an Arterial classification per Table 3.1 of the referenced City of Fort Worth design manual. Detailed pavement design calculations and assumptions are presented on Plate B.1. The following pavement section is suitable for the previously mentioned assumptions. Any deviation from these assumptions should be brought to our attention immediately in order to assess their impact on our recommendations. Table 5.5-1 Pavement Thickness Summary Pavement Section Street Growth Design Thickness Material Classification Factor ESAL in. 2 HMAC Type D 10 HMAC Type B Arterial o 2.5 /0 13,170,000 8 Lime Stabilized Subgrade or Flexible Base 5.6 Pavement Material Requirements Material and process specifications developed by the Texas Department of Transportation (TxDOT) have been utilized. These specifications are outlined in the TxDOT Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. Specific construction recommendations for pavements are given below. Hot Mix Asphaltic Concrete Surface Course: Item 340, Type D, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Report No. 110-23-157 13 CMJ ENGINEERING, INC. Hot Mix Asphaltic Concrete Base Course: Item 340, Type A or B, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Lime Stabilized Subgrade: Lime treatment for base course (road mix) - Item 260, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Flexible Base: Crushed Stone Flexible Base — Item 247, Type A, Grade 1/2, Texas Department of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and Bridges, 2014 Edition. 5.7 General Pavement Considerations The design of the pavement drainage and grading should consider the potential for differential ground movement due to future soil swelling of on the order of 2'/2 inches. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. Proper surface drainage in the shoulders is also critical to long term performance of the pavement. Water allowed to pond adjacent to the pavement will result in loss of edge and subgrade support and an increase in post construction heave of the pavement. 6.0 EARTHWORK 6.1 Site Preparation The project site should be stripped of vegetation, roots, old construction debris, and other organic material. It is estimated that the depth of stripping will be on the order of 4 to 6 inches. The actual stripping depth should be based on field observations and particular attention given to old drainage areas, uneven topography, and excessively wet soils. The stripped areas should be observed to determine if additional excavation is required to remove weak or otherwise objectionable materials that would adversely affect the fill placement or other construction activities. Report No. 110-23-157 14 CMJ ENGINEERING, INC. The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be reworked to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment, minimum 25 tons. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. In areas of perched water or pumping subgrade, it may be necessary to install sub -pavement drains or edge drains. This decision should be made during construction to verify the need for such drains. 6.2 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand -operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The on -site soils are suitable for use in site grading. Imported fill material should be clean soil with a Liquid Limit less than 60 and no rock greater than 4 inches in maximum dimension. The fill materials should be free of vegetation and debris. The fill material should be compacted to a minimum of 95 percent of the maximum dry density determined by the Standard Proctor test, ASTM D698. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Report No. 110-23-157 15 CMJ ENGINEERING, INC. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. 6.3 Excavation The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 6.4 Trench Backfill Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. On -site earth fill material is recommended for trench backfill. Care should be taken not to use loose granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water Report No. 110-23-157 CMJ ENGINEERING, INC. 11. beneath structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after placement. The density and moisture content should be as recommended for fill in Section 6.2, Placement and Compaction, of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of trench, with a minimum of 2 tests per lift. 6.5 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. 6.6 Utilities Care should be taken that utility cuts are not left open for extended periods, and that the cuts are properly backfilled. Backfilling should be accomplished with properly compacted on -site soils, rather than granular materials. Trench excavations should be sloped or braced in the interest of safety. Attention is drawn to OSHA Safety and Health Standards (29 CFR 1926/1910), Subpart P, regarding trench excavations greater than 5 feet in depth. 6.7 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 7.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Report No. 110-23-157 CMJ ENGINEERING, INC. iVA Should such anomalies be discovered, Halff Associates, Inc. should immediately notify CMJ Engineering, Inc. before proceeding further with construction to allow CMJ Engineering, Inc. to reconsider its recommendations as necessary. It is also recommended that Halff Associates, Inc. retain CMJ Engineering, Inc. to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations shall only be considered as preliminary, and not final, recommendations. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 8.0 REPORT CLOSURE The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual -manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to groundwater conditions, this report presents data on groundwater levels as they were observed during the course of the fieldwork. In particular, water level readings have been Report No. 110-23-157 CMJ ENGINEERING, INC. made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the groundwater table can occur with the passage of time due to variations in rainfall, temperature, and other factors. Also, this report does not include quantitative information on rates of flow of groundwater into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site (more than twelve months is considered a substantial lapse of time; however, depending on the circumstances, less than six months may be considered a substantial lapse of time) if conditions have changed due either to natural causes or to construction operations. at or adjacent to the site, or if structure locations, structural loads, or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time-lapse. In this regard, if (a) construction at the site does not start within twelve months of the date of this report and (b) CMJ Engineering, Inc. is not present at the site when construction starts to confirm that conditions have not changed since the date of this report, the information in this report cannot be relied upon or used for any purpose. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertains to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. Also, we are available to observe construction, particularly the compaction Report No. 110-23-157 CMJ ENGINEERING, INC. of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, groundwater, or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining the difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Baird, Hampton & Brown, Inc. for specific application to design of this project only, and not for additions or modifications to the project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No. 110-23-157 W, CMJ ENGINEERING, INC. ,ems r fr 41- ell 1 Fj m OF _ J GP19- P \ . A \ Boring Location�, C •.� � � SOURCE: GOGO GLE EARTH, 2023; IMAGERY DATE: 11I2020 ►. s � a `� PLAN OF BORINGS I ]EngineeringIntersection Improvements Plate McCart Avenue & Westcreek Drive A 1 CMJ Project No. 110-23-157 Fort Worth, Texas in 1 Major Divisions Typical Names Laboratory Classification Criteria Sym. Well -graded gravels, gravel- (D D D 2 GW sand mixtures, little or no C�= -60- greater than 4: C�=----30)----- between 1 and 3 m o fines o D10 D10 X Dso C a) C 0 o .o m (n � .N M Poorly graded gravels, gravel .@ - E N � a U = GP sand mixtures, little or no U)i U) (n Not meeting all gradation requirements for GW U a) � fines U) 0: U T M 0 o 0 o 0 o o Z o Silty gravels, gravel -sand -silt :L N N Liquid and Plastic limits Liquid and plastic limits — co Co = E GM mixtures �; � �, below "A" line or P.I. plotting in hatched zone g o Z C � � > .N greater than 4 between 4 and 7 are .� a� o m o ° borderline cases Liquid and Plastic limits �, `o > Clayey gravels, gravel -sand- N "A" requiring use of dual 0 -a o, 2 Q Q GC clay mixtures �, co Z :.c above line with P.I. symbols Q greater than 7 m co E a _ U) Well -graded sands, gravelly D60 (Dso)z U) a� ° Y o o : m a3 E C:SW a sands, little or no fines co > E C�= ----- greater than 6: Cc= ------------- between 1 and 3 D D x D 10 C E U to cn M 0 Lo C C rn o 10 60 m N C a a m ° ; Poorly graded sands; m U' U SP gravelly sands, little or no En a °; Not meeting all gradation requirements for SW L C a) a') J fines Co N 0 L .� m n C -a Cn co 0 Q. C O N LO V _ O �, ° 0 �, a Silty sands, sand -silt o, m m I C = =CL Liquid and Plastic limits 0 E o Z a a) C o SM mixtures a a1 ii — -- N below "A" line or P.I. less Liquid and plastic limits s E L co m 2 3 U) aD — L Q o U) o o than 4 plotting between 4 and 7 a CU 3 C 0 C: ° J Lo n o are borderline cases Liquid and Plastic limits -a M � �' requiring use of dual `o c° � SC Clayey sands, sand -clay � - .� above "A" line with P.I. symbols g co 0- Q mixtures a� Q'N m a as greater than 7 0 ❑ U Inorganic silts and very fine ML sands, rock flour, silty or LO clayey fine sands, or clayey Cn m silts with slight plasticity > L) Inorganic clays of low to LD (n -0 aD CL medium plasticity, gravelly 0o .- clays, sandy clays, silty N Zt! = clays, and lean clays 5 Z to 2 CH s `J OL Organic silts and organic silty 4 x clays of low plasticity o °� a m o E w 30 :6 o Inorganic silts, micaceous or F L LO MH diatomaceous fine sandy or M a OH a d MH `� m silty soils, elastic silts .Q' C U) :E—:2 T LL E CO L CL o _0 a> C:a' CH Inorganic clays of high 1 v plasticity, fat clays � E = CL-ML' UJ 7 4 ML a d OL Organic clays of medium to 0 0 J OH high plasticity, organic silts 0 10 20 30 40 50 60 70 so 90 100 Liquid Limit .�' Peat and other highly organic Plasticity Chart OU)Pt soils UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES m121 m m m e GRAVEL LEAN CLAY LIMESTONE • SAND • SANDY — SHALE SILT SILTY SANDSTONE HIGHLY CLAYEY CONGLOMERATE Shelby Auger Split Rock Cone No PLASTIC CLAY Tube Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsfJ Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50% Retained on No. 200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Project No. 110-23-157 Boring No. B-1 L1V 1�11V LL1<llV I�llV L.. Project Intersection Improvements - McCart Ave. & Westcree `/ r Fort Worth, TX Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 10.0- Completion Date 9-15-23 LL r o o U n Surface Elevation Type Simco w/ CFA U w of of o o C� of a c U 3LL o c(6 o c' o �,� N> m.� 0_(n 6-E JJ m E 0_J y .�(D �-a 0- s Nc o o �U �" - u c� c LL- a. g _ N °E� c o o DUO_ Stratum Description 5 10 CLAY, reddish brown, w/ fractured limestone seams, ironstone nodules, calcareous nodules, and limestone fragments, hard 4.5+ 65 25 40 14 12 4.5+ 14 105 11350 4.5+ 14 4.5+ 10 LIMESTONE tan, fractured, w/ clay seams and layers, moderately hard ----------------------- 00/3.25' LOG OF BORING NO. B-1 PLATE A.4 Project No. 110-23-157 Boring No. B-2 L1V 1�11V LL1<llV I�llV L.. Project Intersection Improvements - McCart Ave. & Westcree `/ r Fort Worth, TX Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 10.0' Completion Date 9-15-23 LL r o o U n Surface Elevation Type Simco w/ CFA U w af o o C� of a c U 3cLL O ou? m0_� o c' o �,� N> m.� 0_(n �— �E JJ ny m E 0_J y .�aXi ca-a 0- s Nc o o �U �" - u c� c LL- a. g _ N °E� c o o 7)00_ Stratum Description 5 CLAY, dark brown, w/ fractured limestone seams, ironstone nodules, calcareous nodules, and limestone fragments, very stiff to hard 4.25 14 100 18430 4.5+ 58 19 39 12 4.5+ 12 4.0 12 LIMESTONE tan, w/ clay seams, hard to very hard 100/1.5" 100/1 " LOG OF BORING NO. B-2 PLATE A.5 Project No. 110-23-157 Boring No. B-3 L1V 1�11V LL1<llV I�llV L.. Project Intersection Improvements - McCart Ave. & Westcree `/ r Fort Worth, TX Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 30.0- Completion Date 9-18-23 LL r o o (D a Surface Elevation Type B-47 w/ CFA U w of o o C� of 6 c a 3c65 Of LL 0 0�? CO 0- o cN o �,� N> m.� 0_U) �- dE JJ my m E 0-J y .�(D m a 0_ s Nc o o 2U - u c� �J c LL a. g N 0 c o o 7)00_ Stratum Description 5 10 15 20 25 30 CLAY, dark brown, w/ ironstone nodules and calcareous nodules, very stiff to hard - w/ fractured limestone seams below 2' 4.0 20 4.5+ 59 25 34 15 4.5+ 11 109 15170 SILTY CLAY, light brown, w/ ironstone nodules, calcareous nodules, and pebbles, hard - w/ fractured limestone seams above 5' - w/ fractured limestone seams below 13' 4.5+ 8 4.5+ 37 15 22 7 108 4.5+ 13 4.5+ 13 4.5+ 32 13 19 13 4.25 16 SHALY CLAY tan and gray, w/ shale seams =— — — SHALE gray, moderately hard ----------------------- 100/3.5" 00/3.25' LOG OF BORING NO. B-3 PLATE A.6 FREE SWELL TEST RESULTS Project: Intersection Improvements McCart Avenue & Westcreek Drive Fort Worth, Texas Project No.: 110-23-157 Depth Liquid Plastic Plasticity Moisture Percent Boring Interval Sample Limit Limit Index Content % Swell No. (ft.) Description o (��) LL PL PI Initial Final B-3 4-5 Silty Clay 37 15 22 6.8 18.1 0.0 Free swell tests performed at approximate overburden pressure CMJ ENGINEERING, INC. PLATE A.7 SOLUBLE SULFATE TEST RESULTS Project: Intersection Improvements McCart Avenue & Westcreek Drive Fort Worth, Texas Project No.: 110-23-157 Boring No. Depth (ft.) Material Soluble Sulfates (ppm) B-1 0-1 Clay <100 B-2 1-2 Clay <100 B-3 1 — 2 Clay <100 Note: Test Method TxDOT Tex 145-E. CIVI1 ENGINEERING, INC. PLATE A.8 LIME SERIES TEST RESULTS Project: Intersection Improvements McCart Avenue & Westcreek Drive Fort Worth, Texas Project No.: 110-23-157 Boring No.: B-2 Depth:1' to 2' Material: Clay Percent Lime pH 0 8.20 2 12.16 4 12.41 6 12.47 8 12.50 10 12.55 CMS ENGINEERING, INC. PLATE A.9 Win PAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Flexible Design Inputs Project Name: Intersection Improvements Route: McCart Ave. & Westcreek Dr. Location: Fort Worth, TX Owner/Agency: Design Engineer: Flexible Pavement Design/Evaluation Structural Number 5.78 Subgrade Resilient Modulus 4,118.20 psi Total Flexible ESALs 13,170,000 Initial Serviceabilitv 4.50 Reliability 90.00 percent Terminal Serviceability 2.25 Overall Standard Deviation 0.45 Layer Pavement Design/Evaluation Layer Layer Drainage Layer Layer Material Coefficient Coefficient Thickness SN Asphalt Cement Concrete 0.44 1.00 2.00 0.88 Asphalt Cement Concrete 0.41 1.00 10.00 4.10 Graded Stone Base 0.10 1.00 8.00 0.80 S 5.78 Friday, December 1, 2023 5:01:35PM Engineer: PLATE 13.1 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MCCART AVE AND WESTCREEK DR INTERSECTION IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 103316 Revised September 1, 2025 o a m Y O C O O O O N O v �•—_ � r N v m O O C C O = c v i0 v q w m r d o E¢¢ r¢ E o a G o >>° tiv`D Z) S H> u H u Z O « ^ ^ ^ ^ ^ ^ ^ o w (n w r W N F O N N N N N N N iG l7 M L O X GO a M � o N 00 m V 0 m O� p m m ci O ac0 ao m m m O� m W in l0 o0 00 U IA > m M i0 m N Il ^ W O Il m = O O N m � e0 N N M N N N N N N Ol N N m M N O N N N N N N N N 1z° z Z m K >, tt M O O O N O M O V O O O O Q H C up a V1 Vl V1 �/1 l!1 Vl l0 lD L Ov Z Y Z Z Y Z Y Z s v O :3 O �' Z a Y N N N N N N O O 41 O v � a O O V1 O O O O N N i-J O V .d✓ O W N V\1 V�1 V�1 V1 !� ^ o � O O O V 9 \ a U C U U _ O o o > Y Z z l7 Z z z ¢ U V _ J N Lo D O c 000000 OOOOO ` c a N 4 l7 iJ u vi > 0 6 7 v a LL o ^ > v `w G r N o x o v 7 H¢ a r ^ 0 v o o m u u u u u _ A E _ Z zf m M V vt C m a u r r u v Z a O N l7 a v L C Z ! 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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 FORT WORTH. City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: McClendon Construction Co., Inc. Subject of the Agreement: Authorize Execution of a Contract with McClendon Construction Co., Inc., in the Amount of $2,211,696.25, for the Purpose of Funding the McCart Avenue at Westcreek Drive Intersection Improvements Project M&C Approved by the Council? * Yes 8 No ❑ If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No 8 If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes 8 No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No 8 If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: 03/31/2026 If different from the approval date. Expiration Date: 03/30/2031 If applicable. Is a 1295 Form required? * Yes 8 No ❑ *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. 103316 *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: 103316_ McCart Avenue at Westcreek Drive Intersection Improvements Project M&C: 26-0251 CPN: 103316 CSO: DOC#: Date: 05/07/2026 To: Name Department Initials Date Out 1. Sophia Flores TPW - Review 6 SF 05/08/2026 2. Seth Cooksey TPW-Approver SSIC ethCookse 05/08/2026 3. Donnette Murphy Risk -Approver ^'tM DM 05/08/2026 4. Patricia Wadsack TPW-Approver p[,W 05/12/2026 5. Lauren Prieur TPW — Signer Aep prieur 05/12/2026 6. Lorita Lyles Legal - Approver L , 05/12/2026 7. Douglas Black Legal -Signer � you las Biack 05/15/2026 8. Jesica McEachern ACM -Signer 05/21 /2026 9. Katherine Cenicola CSCO-Approver c cc 05/21 /2026 10. Jannette Goodall CSCO-Signer J*„mood 05/26/2026 11. Allison Tidwell CSCO-Form Filler AT 05/26/2026 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 TPWContractgfortworthtexas.gov. Thank you!