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Contract 59068
FORT WORTH CONTRACT FOR THE CONSTRUCTION OF CITY SECRETARY CONTRACT NO. WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION - PHASE 1 City Project No.103414-1 Mattie Parker Mayor David Cooke City Manager Chris Harder, P.E. Water Department Prepared for The City of Fort Worth October 2022 DUNAWAy Dunaway Associates, LLC TBPE Firm No. 1114 550 Bailey Ave, STE 400 Fort Worth, TX 76107 (817) 335-1121 Dunaway Project No. 7295.001 OFFICIAL RECORD CITY SECRETARY Ft WORTH, TX 1*"\ **1$ JOSHUA WRIGHT 125733 •'2, xQo 10/26/2022 FORT WORTH(: City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 8 SECTION 00 00 00 TABLE OF CONTENTS Division 00 General Conditions Last Revised 00 05 10 Mayor and Council Communication 07/01/2011 00 05 15 Addenda 07/01/2011 00 11 13 Invitation to Bidders 07/19/2021 00 21 13 Instructions to Bidders 11/02/2021 00 35 13 Conflict of Interest Statement 02/24/2020 00 41 00 09/30/2021 Bid Form 00 42 43 Proposal Form Unit Price 09/30/2021 00 43 13 Bid Bond 09/30/2021 00 43 37 Vendor Compliance to State Law Nonresident Bidder 09/30/2021 00 45 11 Bidders Prequalifications 08/13/2021 00 45 12 Prequalification Statement 09/30/2021 00 45 13 Prequalification Application 08/13/2021 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 40 Business Equity Goal 10/27/2021 00 52 43 Agreement 08/22/2022 00 61 13 Performance Bond 07/01/2011 00 61 14 Payment Bond 07/01/2011 00 61 19 Maintenance Bond (City and Tarrant County) 07/01/2011 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 08/23/2021 00 73 00 Supplementary Conditions 03/09/2020 Division 01 General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 01 31 19 Preconstruction Meeting 08/17/2012 01 31 20 Project Meetings 07/01/2011 01 32 16 Construction Schedule 08/13/2021 01 32 33 Preconstruction Video 07/01/2011 01 33 00 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 07/01/2011 01 55 26 Street Use Permit and Modifications to Traffic Control 03/22/2021 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Signage 07/01/2011 01 60 00 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 70 00 Mobilization and Remobilization 11/22/2016 01 71 23 Construction Staking and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 01 77 19 Closeout Requirements 03/22/2021 01 78 23 Operation and Maintenance Data 12/20/2012 01 78 39 Project Record Documents 07/01/2011 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 9, 2022 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 8 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents NONE Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.gov/tpw/contractors/ or https://apps.fortworthtexas.gov/ProiectResources/ Division 02 - Existinw Conditions Last Revised 02 41 13 Selective Site Demolition 03/11/2022 02 41 14 Utility Removal/Abandonment 12/20/2012 02 41 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 03/11/2022 03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 93-88-00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results 03/11/2022 for Electric l 26 05 10 Demolitio„ ica Syste 12/20/2012 ^r Elect s 26 05 33 Raceways Boxes for 12/20/2012 Electrical Systems and 26 05 '13 Underground Ducts Raceways for 07/01/2011 Electrical Systems and 26 05 50 Communications Mu ti D„ct Conduit 02/26/2016 Division 31 - Earthwork 31 00 00 Site Clearing 03/22/2021 31 23 16 Unclassified Excavation 01/28/2013 31 23 23 w 01/28/2013 31 21 00 01/28/2013 Emb-arikeents 31 25 00 Erosion and Sediment Control 04/29/2021 31 36 00 Fabians 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 32 01 17 Permanent Asphalt Paving Repair 12/20/2012 32 01 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 11 33 Cement Treated Base Courses 06/10/2022 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 32 12 16 Asphalt Paving 12/20/2012 32 12 73 n c pha t Pavi g Crack Seala its 12/20/2012 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 9, 2022 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of S 32 13 13 Concrete Paving 06/48/2022 32 13 20 12/09/2021 32 13 73 12/20/2012 32 11 16 Briek T� t Paving 12/20/2012 32 16 13 064012022 32 17 23 Pavement Markings 06/10/2022 32 17 25 Curb Address Painting 11/04/2013 32 31 13 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 12/20/2012 32 32 13 r t i Place Co to o i i a n 06/0-5/204S or et 32 91 19 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022 32 92 13 Sodding 05/13/2021 32 92 14 Non -Native Seeding 05/13/2021 32 93 43 Trees Shrub., 12/20/2012 and Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 09/07/2018 33 01 31 Closed Circuit Television (CCTV) Inspection — Sanitary Sewer 03/11/2022 33 01 32 Closed Circuit Television (CCTV) Inspection— Storm Drain 03/11/2022 33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33 01 10 12/20/2012 33 01 11 12/20/2012 33 01 12 12/20/2012 33 04 30 Temporary Water Services 07/01/2011 33 0410 r,^ n ccc„tc c^ Tooti f Water ae i 02/06/2013 tying nd 33 04 50 Cleaning of Pipes 03/11/2022 33 05 10 04/02/2021 Utility Trench Excavation, Embedment, and Backfill 33 05 12 12/20/2012 33 05 13 Frame, Cover and Grade Rings 09/09/2022 33 05 14 \t..,..^ Boll^.. Oaher ctruot,uro.. 03/11/2022 to G nd 4e ' 33 05 16 12/20/2012 33 05 17 Concrete Collars 03/11/2022 33 05 20 Auger Boring 12/20/2012 33 05 21 Tunnel Liner Plate 12/20/2012 33 05 22 Steel Casing Pipe 12/20/2012 33 05 23 Hand Tunneling 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, Caskets 12/20/2012 and 33 11 10 t Ducile T� Iron^^ "ipe 12/20/2012 o 33 11 11 Duetile-den-Fittings 09/20/2017 33 11 12 n^,. .: .., C , -U^ invr Preo ..r^ n: ^ 09109 22 2 33 11 13 12/20/2012 , 33 11 11 12/20/2012 33 12 10 "r to c^ is ' ' `^ ' 02/11/2017 c CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 9, 2022 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 33 12 11 33 12 20 33 12 21 33 12 25 33 12 30 33-3-4-2-40 33 12 50 Largo Water Motora Resilient -Seated -Gate -Valve Fire-F-Iydfants 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 12/20/2012 0S/469013 01/23/2019 02406f2013 12/20/2012 01/03/2014 12/20/2012 33 12 60 33 31 12 33 31 13 33 31 15 Cured in Place Pipo (CIPP) Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 06l-FN2013 12/20/2012 12/20/2012 01/23/2019 33 31 20 33 31 21 33 31 22 33 31 23 33 31 50 33 31 70 33 39 10 33 39 20 33 39 40 33 39 60 33 41 10 3341 11 331112 33 11 13 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe Rifts Cast -in -Place Concrete Manholes Precast Concrete Manholes Fiberglass -Manholes Liners for Sanitary Sewer Structures Reinforced Concrete Storm Sewer Pipe/Culverts 09/09/2022 12/20/2012 12/20/2012 12/20/2012 01/26/2013 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 04/29/2021 07/01/2011 12/20/2012 11/13/2015 064012042 3-346-00 3316 01 33 16 02 33 19 10 33 49 20 33 49 40 Sunekainage Slotted Storm Draina Trench Drains Curb and Drop Inlets Storm Drainage Headwalls and Wingwalls Division 34 - Transportation 31 1110 34 41 10.01 31 41 10.02 31 11 10.03 34 41 11 3441 13 31 11 20 31 41 20.01 31 11 20.02 31 11 20.03 34 11 30 34-44-50 34 71 13 Traffic Signals Attachment A Co„.roller Cabin.. Aluminum -Signs Traffic Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 9, 2022 12/20/2012 07/01/2011 07/01/2011 12/20/2012 03/11/2022 07/01/2011 03/11/2022 12/18/2015 02/2012 044201-2 11/22/2013 03/11/2022 12/20/2012 06/444044 nulonnl cc (16/44/2 11 CC 11/12/2013 02/26/2016 03/22/2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 Appendix Index Pages GC-4.01 GC-4.02 GC-4.04 GC-6.06.D GC-6.07 GC-6.09 GR-01 60 00 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of S for Standard Specifications — Division 33 - Utilities Availability of Lands Subsurface and Physical Conditions Underground Facilities Minority and Women Owned Business Enterprise Compliance Wage Rates Permits and Utilities Tarrant County Utility Permit TxDOT UIR Permit Tarrant County Floodplain Development Permit Union Pacific Railroad Permit TRWD Utility Crossing Permit Fort Worth Floodplain Development Permit Product Requirements END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 9, 2022 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 City of Fort Worth, Texas Mayor and Council Communication DATE: Tuesday, February 14, 2023 LOG NAME: 60WCREEKSSEPI-SJLOUIS SUBJECT: (CD 3 / Future CD 3) Authorize Execution of a Contract with S.J. Louis Construction of Texas, Ltd. in the Amount of $10,424,212.97 for Phase 1 of the Walnut Creek Sanitary Sewer Extension, Adopt Resolution Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt, and Adopt Appropriation Ordinance to Effect a Portion of Water's Contribution to the Fiscal Years 2023-2027 Capital Improvement Program REFERENCE NO.: M&C 23-0129 RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of a contract with S.J. Louis Construction of Texas, Ltd. in the amount of $10,424,212.97 for phase 1 of the Walnut Creek Sanitary Sewer Extension project; 2. Adopt the attached resolution expressing official intent to reimburse expenditures with proceeds from future debt for phase 1 of the Walnut Creek Sanitary Sewer Extension project; and 3. Adopt the attached appropriation ordinance adjusting appropriations in the W&S Commercial Paper Fund by increasing appropriations in the Walnut Creek Sanitary Sewer Extension project (City Project No.103414) in the amount of $11,169,635.00 and decreasing appropriations in the W&S Commercial Paper Fund project (City Project No. UCMLPR) by the same amount to effect a portion of Water's Contribution to the Fiscal Years 2023-2027 Capital Improvement Program. DISCUSSION: This Mayor and Council Communication (M&C) is to authorize a construction contract with S.J. Louis Construction of Texas, Ltd. and appropriate funding for phase 1 of the Walnut Creek Sanitary Sewer Extension, from Chapin School Road to Markum Ranch Road. The project was advertised for bid on October 27, 2022 and November 3, 2022 in the Fort Worth Star - Telegram. On December 1, 2022 the following bids were received: Bidder Bid Amount Calendar Days S.J. Louis Construction of Texas, Ltd. $10 ,684,818.00 360 Calendar Days McKee Utility Constructors, Inc. j$13,951,068.00 n addition to the contract cost, $484,817.00 is required for project management and inspection and $260,605.00 is provided for project contingency. This project will have no impact on the Water Departments operating budget when complete. It is the practice of the Water Department to appropriate its CIP plan throughout the fiscal year, instead of within the annual budget ordinance, as projects commence, additional funding needs are identified, and to comply with bond covenants. The actions in the M&C will amend the City of Fort Worth's Fiscal Year 2023- 2027 Capital Improvement Program as follows: 60WCREEKSSEPI-SJLOUIS Capital Fund Name Project Name FY2023 CIP Appropriations Authority Budget Change (Increase/Decrease) Revised FY2023 gud g et 56021 - W&S Commercial Paper 103414— Walnut Creek Sanitary $0.00 This M&C $11,169,635.00 $11,169,635.00 Sewer Extension] Funding is currently available in the W&S Commercial Paper project within the W&S Commercial Paper Fund for the purpose of funding the Walnut Creek Sanitary Sewer Extension. Funding for the Walnut Creek Sanitary Sewer Extension project is depicted below: FUND Appropriations Ex sting Appropriations Additional Project Total* W&S Rev Bonds Series 2022 - Fund 56020 $2,154,511.00 $0.00 $2,154,511.00 W&S Commercial Paper Fund 56021 $0.00 $11,169,635.00 $11,169,635.00 Project Total $2,154,511.00 $11,169,635.00 $13,324,146.00 *Numbers rounded for presentation purposes. This project is anticipated to be included in a future revenue bond issue for the Water & Sewer Fund. Available cash within the Water and Sewer portfolio and the City's portfolio along with the appropriation authority authorized under the Callable Commercial Paper Program (CP) will be used to provide interim financing for this project until debt is issued. Once debt associated with this project is sold, bond proceeds will be used to reimburse the Water and Sewer portfolio and the City's portfolio in accordance with the attached reimbursement resolution. Under federal law, debt must be issued within approximately three years in order for these expenses to be reimbursable. Adoption of the attached resolution does not obligate the City to sell bonds, but preserves the ability of the City to reimburse itself from tax-exempt bond proceeds. Business Equity - S.J. Louis Construction of Texas, Ltd. is in compliance with City's Business Equity Ordinance by committing to 17 percent Business Equity participation on this project. The City's Business Equity goal on this project is 17 percent. The project is located in COUNCIL DISTRICT 3/FUTURE COUNCIL DISTRICT 3. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are currently available in the W&S Commercial Paper UCMLPR project within the W&S Commercial Paper Fund and upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the W&S Commercial Paper Fund for the Walnut Creek SS Extension project to support the execution of the construction contract. Prior to an expenditure being incurred, the Water Department has the responsibility of verifying the availability of funds. FUND IDENTIFIERS (Fins): Fund! Department I4ccount[Project J ID J ID ProgramlActivity 1 Budget Year Reference # (Chartfield 2) Amoun FROM Fund Department ccoun Project ID ID Programrctivity CERTIFICATIONS: Submitted for City Manager's Office by: Ongmating Department Head: Additional Information Contact: Budget Reference # I moun Year (Chartfield 2) Dana Burghdoff (8018) Chris Harder (5020) Preeti KC (5467) ATTACHMENTS 1. 60WCREEKSSEP1-SJLOUIS Compliance Memo.pdf (CFW Internal) 2. 60WCREEKSSEP1-SJLOUIS Form 1295.pdf (CFW Internal) 3. 60WCREEKSSEP1-SJLOUIS Map pdf (Public) 4. 60WCREEKSSEP1-SJLOUIS SAM pdf (CFW Internal) 5. 60WCREEKSSEPI-SJLOUIS-SJLOUIS FID TABLE (WCF 12.15.22).xlsx (CFW Internal) 6. 60WCREEKSSEPI-SJLOUIS.docx (Public) 7.ORD.APP60WCREEKSSEPI-SJLOUIS 56021_AO23(R3).docx (Public) 8. PBS CPN 103414.pdf (Public) 9. Res.60WCREEKSSEPI-SJLOUIS-SJLOUIS (WCF 12.15.22).docx (Public) WCREEKSSEPI-SJLOUIS FID Table FIDs (Budget) Account Project ID Activity Budget CF 2 Program Amount Purpose Xfer Year UCMLPR UNSPEC 2023 ($11,169,635.00) L 9- X L. Qi 4- X Combo Code 4 Q) VI 0 Q L. O a Staff Costs - Inspection Public Outreach (Sally) Project contingencies To pay contractor Soil Lab - TPW Staff Costs Soil Lab - Consultant 0 0 tri m tD Q) lD 4-+ c 3 O E $277,805.00 0 O o O 0 d% t1} o O tri O tD O lD N n < $10,424,212.97 O 0 N en in 00 0 r ‘4. to CO in- ri r-1 ri v> CU U E L tut) L a Q v fA N LL V 2023 Q LL 4-0 O 13 c0 D Q) GO >- • r EXPEN Budget Year rn CI a rn m CM a m a rn o M o co 5 u 1� Q 001485 001480 l 001480 001480 001484 001484 z Q o o iL cc 103414 0 _ 4-0 U Q) '0 L Q. 103414 103414 103414 ict 103414 103414 103414 `� Cl- CO 0 {„ I I E Qin N O 5740010 I 0 5310350 5330500 2060000 r-i O c-1 0 0 In CD ri L.!) Rec # Fund Dept # 2&3 56021 0700430 56021 1 0700430 4t Q Q) 0 0700430 0700430 0700430 0700430 0700430 0700430 -D c rtfl LL 56021 56021 1 56021 56021 56021 r-i N 0 tD r-i N 0 lD in CO N tt u m N 2&3 2&3 2&3 CO NI 00 05 10 - 1 MAYOR AND COUNCIL COMMUNICATION (M&C) Pagel of SECTION 00 0510 MAYOR AND COUNCIL COMMUNICATION (M&C) END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 000515-1 ADDENDA Page 1 of 4 SECTION 00 05 15 ADDENDA CITY OF FORT WORTH, TEXAS ADDENDUM NO. 1 To the Specifications and Contract Documents For Walnut Creek Sanitary Sewer Interceptor Extension — Phase 1 City Project Number 103414-1 Issued: November 22nd, 2022 Bid Date: December 1st, 2022 at 1:30 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 meeting minutes from the non -mandatory pre -bid meeting held at 10:00 A.M. CST on November 16th, 2022 is attached to this addendum. 2. Pre -Bid Sign -In Sheet An electronic version (in PDF format) of the pre -bid meeting attendee sign -in sheet is attached to this addendum. 3. RFI Questions During the pre -bid, the following questions were asked. Official answers are being provided as part of this addendum: i. Q: What is the structural number for the proposed fiberglass pipe? A: Structural number is SN-72. ii. Q: What are the pay items for payment of exploratory excavation for the Explorer Pipeline and other utilities along the project? CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 WALNUT CREEK INTERCEPTOR EXTENSION — PHASE 1 City Project No. 103414-1 00 05 15 -2 ADDENDA Page 2 of 4 A: Two separate pay items are listed for exploratory excavation. The item numbers are 15 and 16 based on updated Addendum No. 1 Section 00 42 043 Proposal Form. Q: Is the 360 days provided for construction completion calendar or working days A: 360 days is calendar days. Q: For items 1A, 1B, 2A, 2B and 3A, 38 should be bid on both of these? A: Intention is for contractor to select either PVC or fiberglass pipe and bid on only one of these two options as noted on the bottom of Addendum No. 1 Section 00 42 043 Proposal Form. iv. Q: Was pre -bid meeting mandatory? A: Pre -bid meeting was not mandatory. Critical component of this project is coordination with UPRR and TxDOT as well as Tarrant County. Additionally, careful attention to be paid to the required sequencing of construction and necessary associated traffic control along Aledo Road. Additionally, Aledo Road provides limited ROW for work and staging while still requiring contractor to maintain and provide local access to residential properties. v. Q: Are pre -qualifications to be submitted via email? A: All vendors who are wishing to get pre -qualified please submit proper forms as described in the specifications to the relevant city department as shown in Section 00 4513. These submittals are to be sent on or before November 24'h. vi. Q: CoFW By-pass Pumping specification 33 03 10 — 2.2.A.1 indicates to provide equipment that will convey 100 percent of wet weather peak flow conditions. Please confirm the wet weather peak flows anticipated for the bypass pumping required between the two existing manholes as called out on sheet 15? CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK INTERCEPTOR EXTENSION — PHASE 1 City Project No. 103414-1 00 05 15 -3 ADDENDA Page 3 of 4 A: Wet weather peak flows at bypass point are anticipated to be 1.27 MGD (885 gpm). PROJECT MANUAL 1. REMOVE Section 00 42 43, REPLACE with attached Section 00 42 43. a. REMOVED CSS backfill related pay items and combined Items 1A&B and 2A&B into new pay Items 1 A&B. Subsequent pay items have been re -numbered. Updated Pay Items and quantity for open cut trench pipe: • 1A: 27" PVC ASTM F679 Sewer Pipe, Deep Trench — 5637 LF • 1B: 27" Fiberglass SN72 Sewer Pipe, Deep Trench — 5637 LF b. REMOVED pay item "TREE PROTECTION, LS" and replaced with items "TREE PROTECTION FENCING, LF" and "TREE TRUNK PROTECTION, EA" CONSTRUCTION PLANS 1. REMOVE plan Sheet 5 and replace with attached Sheet 5. a. REVISED NOTE 44: i. Note 44 has been revised to clarify tree protection items of pay. 2. REMOVE plan Sheets 17-29, 32 and replace with attached Sheet 17-29 & 32. a. REVISED QUANTITIES FOR ITEM(S): i. Sheets 17 thru 19: CSS Backfill is no longer required for trenches along Aledo Road. Plans now specify detail 03 34 13-D005 for deep trench backfill to be followed in these areas. ii. Sheet 32: Detail D005 (CSS Backfill) has been removed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK INTERCEPTOR EXTENSION— PHASE 1 City Project No. 103414-1 This Addendum No.1 forms part of the Specifications and Contract Documents for the above reference project and modifies the original Project Manual & Contract Documents of same. 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" The proposed Modifications and Clarifications to the Contract Documents, as identified and summarized above, are being made under this Addendum. All other provisions of the contract documents, plans and specifications shall remain unchanged. RECEIPT ACKNOWLEDGED: City of Fort Worth Chris Harder, P.E. Director, Water Department By: /o ny Title: Vice President Tony Sholola, P.E. Assistant Director, Water Department Walnut Creek Sanitary Sewer Interceptor Extension, Phase 1 Addendum. No. 1 City Project Number 103414 3 PRE -BID MEETING MINUTES City of Fort Worth FORT WORTH, S DUNAWAV November 16, 2022 Time: 10:00 AM Project #: 103141-1 WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION - PHASE 1 I. INTRODUCTIONS • City of Fort Worth o Preeti KC, PE - Sr. Project Manager, Water Department ■ Dunaway o Josh Wright, PE - Sr. Project Manager, Project Engineer o Nick Stevens, EIT - Project Engineer II. REVIEW OF THE PROJECT ■ Scope o Type of Work • 27" F679 PS115 PVC or SN72 Fiberglass • Contractor to bid on either PVC or Fiberglass • 6561 LF Open Cut • 914 LF BOTOC • 14,310 Full Depth Asphalt Pavement Replacement • 8" Flex Base, 4" Type B, 2" Type D o Working Days or Length of Contract - 360 Working Days ■ Contractors should provide feedback on material availability and expected construction duration if those items would provide value to the bid review • Bid Opening o December 1, 2:00 PM • Prequalification Requirements O 42" Auger Boring 0 48" Tunneling O 27" Sewer Interceptors, Urban and Renewal o Manhole Epoxy Lining o Asphalt Paving • Right of Way and Easements o County ■ Contractor responsible for Utility Permit o TxDOT ■ Contractor shall follow UIR permit o Easement Status ■ Finalizing and expected by end of month ■ Utility Coordination o HS20 Rated equipment over lines max (TRWD) ■ This is a TRWD requirement, but based on the depth of their water line, we should be good with most any size of standard equipment. Contractor shall Page 1 of 3 PRE -BID MEETING MINUTES City of Fort Worth November 16, 2022 Time: 10:00 AM Project #: 103141-1 WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION - PHASE 1 clarify and coordinate with TRWD as shown in the plans and permit (found in project manual). o Spectrum • Spectrum line located at Chaprrai Pass will need to be adjusted during construction. Contractor to coordinate with Spectrum. Contract information is in the plans. o Petroleum Pipelines • Energy Transfer Pipeline is very deep at the crossing point with the proposed interceptor. This line was NOT exposed during Level A SUE efforts, though it was attempted on two different occasions. Contractor to coordinate with Energy Transfer and Dry Ranch, if necessary, to open cut a trench to required depth to expose or verify that it is not in conflict with proposed lines and grades of the SS line. This is to be paid with price bid for "Exploratory Excavation of Existing Utilities (Energy Transfer), EA." This effort should be taken on early in the project so necessary adjustments to design can take place, if needed. • Others - All other utilities are clear and have provided approval of the crossings as shown in the plans. Contractor shall coordinate and communicate with each as work progresses into the area of each utility corridor. III. PERMITING o Tarrant County utility permit to be requested by Contractor • Majority of work will be along Aledo which is a County Road • County inspector to review reconstruction of roadway and culverts • County will have authority over drainage and maintenance of parkways • Separate Maintenance Bond for County will be required o Floodplain permits are approved (City and County) o TxDOT UIR Permit is Pending • Permit in Project Manual is currently being revised for alignment change that too place right before bidding of the project. o TRWD permit has been approved o UPRR Permit is approved - Coordination with RailPro's Responsibility of Contractor • Special insurance requirements • Flogger may be necessary • Rail monitoring required IV. BUSINESS EQUITY o BE Goal is 1Z V. SEQUENCING AND TRAFFIC CONTROL • Review Sequencing Plan Sheet No. 7 - Aldeo Road to be closed to through traffic. Temporary asphalt paving is provided for minor widening as necessary to provide driving surface for residential access to properties. • Review Detour Plan Sheet No. 8 • Contractor to Prepare Detailed Traffic Control Plan and Sequencing Plan Page 2 of 3 PRE -BID MEETING MINUTES City of Fort Worth November 16, 2022 Time. 10:00 AM Project #: 103141-1 WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION - PHASE I VI. STAGING AND STORAGE OF MATERIALS • No designated locations provided • No stockpiling of excavated materials, spoils, etc. along Aledo ROW. o Coordinate with County • Utilize temporary construction easements. • Coordinate independently with property owners, if desired. VII. GENERAL NOTES REVIEW • 1000 SYTemporary Asphalt Paving provided as needed and as directed by project engineer/inspector. Its expected this will be used for Aledo Road temporary driving surface in areas where roadway needs to be widened to maintain access to properties along Aledo. • Contractor to facilitate communication with property owners/notify property owners of schedule and potential impacts. • Ranch coordination not anticipated, but contacts provided. Dry Ranch may need to be coordinated during exploratory excavation of Energy Transfer Pipeline, culvert improvements, and final ending location of project. • Temporary fencing along TCE will be required (Three Properties) • Trench shall be restored same day • Trees to be protected along Aledo. Addendum No 1 clarifies these pay items to be by linear foot of tree protection fencing and per each for tree trunk protection. The contractor shall install and warranted and as directed by the project inspector. • Driveways to be protected. Contingency 6" concrete driveway quantity (removal and replacement) provided if necessary. • No special conditions anticipated at this time for the three properties where work is occurring. Contractor shall expect to coordinate with property owners along Aledo and preserve, protect, and restore the parkway to equal or better condition. Owners have had notification letters and pre -con public meeting will occur before construction begins. • Tarrant County, Railroad, and TxDOT Coordination Contacts are provided in the plans. VIII. BID ITEMS REVIEW • Riprap - See plan sheet no. 15 for location of proposed riprap • Water Vault Manhole - See plan sheet no. 15 for location of proposed manhole lid and ring with collar • Pavement Removal - Pavement removed during trench excavation is subsidiary to that work. Asphalt pavement removal outside of the trench and removal of temporary asphalt pavement to be paid for with the associated pavement removal pay items. • Update of backfill pay items. After review with County and City, the CSS backfill requirement for trench backfill under Aledo Road has been removed. All trenches over 15' deep will now be backfilled as called for in standard detail D005 for deep trench. Pay items separating CSS backfill have now been combined with standard pay items for open trench pipe installation with acceptable backfill. The deep trench pay item now covers all open trench installation of pipe on this project. IX. PLAN REVIEW • Steel Casing & Tunnel Liner Plate - Either or is allowable on this project except for UPRR and TRWD crossings. • Steel Required for UPRR and TRWD - Steel casing as called for in the plans is required for these two crossing locations • Vent Locations - Locations are shown in plans and called out in table shown on Sheet 34. • Addendum No. 1 - Addendum No. 1 will update CSS backfill requirements (now removed) and clarify tree protection pay items (now LF and EA vs LS) Page 3 of 3 W a x a z 0 w 8 cc O W W F o uj W N lu W W W tor 0 w Z CO w Z CL Z 2 ILI U Z 3 cJ • Email Address X -NOW & 6 a (2)N-�p�:,. c6~9 t_.4� 0Vv r p o V v CZ--h 3 Phone No. r ni1,3 cr, 1 r o W i)° N isi p ( M N M ( tV Ni (:,i\ cN i, �1 Organization - - .) to o N.. 1.- CI i , s , Name l ) S Iv 1 " (y j H c ri :! a i o. 4 Nionciaf 5-1-evenr CO ‘.., 10 - J 00 42 43 BID PROPOSAL Page 1 of 2 ADDENDTUM NO. 1 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Sanitary Sewer (For Items Denoted with a * Contractor Shall Select Either Item A or B) Item No. Bidlist !tern No. 3331.4337 3331.4334 3305.3011 3305.3011 3305.1107 3305.1303 3305.1107 3339.0001 3339.0001 3339.1101 3339.1103 3339.1201 3339.1203 9999.0001 0241.2202 3301.0002 3303.0001 3305.0103 3305.0103 3305.0104 3305.0109 3305.0110 3305.0112 3305.0202 3305.0203 3305.0207 0135.0101 0135.0102 0241.0500 3125.0101 9999.0002 3231.0212 3231.0306 3291.0101 3292.0400 3471.0001 3471.0002 9999.0003 9999.0004 9999.0004 9999.0005 9999.0006 9999.0007 0241.4303 0241.4401 3137.0104 3341.0103 3341.0205 3341.0309 3349.2001 3349.2003 3349.2007 3349.9003 9999.0008 9999.0009 9999.0010 0241.1100 Description 27' PVC ASTM F679 Sewer Pipe, Deep Trench 27° Fiberglass SN72 Sewer Pipe, Deep Trench' 27" Sewer Carrier Pipe (PVC F679) • 27" Sewer Carrier Pipe (Fiberglass SN 72) * 42" Casing By Other Than Open Cut 48" Tunnel Liner Plate By Other Than Open Cut 42° Casing By Other Than Open Cut (UPRR & TRWD) Epoxy 5' Manhole Liner (Warren or Chesterton Systems) Epoxy 6' Manhole Liner (Warren or Chesterton Systems) 5' Manhole 5' Extra Depth Manhole 6' Manhole 6' Extra Depth Manhole Manhole Vent and Odor Control Assembly Remove 5' Sewer Manhole Post -CCTV Inspection Bypass Pumping Exploratory Excavation of Existing Utilities Exploratory Excavation of Existing Utilities (Energy Transfer) Ground Water Control Trench Safety Utility Markers Concrete Collar Imported Embedment/Backfill, CSS Imported Embedment/Backfill, CLSM Imported Embedment/Backfill, Select Fill Railroad Coordination Railroad Flagmen Remove Fence SWPPP z 1 acre Remove and Replace 6" Concrete Driveway Smooth Wire Fence, Metal Posts 16' Gate, Steel (4' High - TxDOT Type 1) 4° Topsoil Import Seeding, Hydromulch Traffic Control and Detour (Design, Implementation and Maintenance) Portable Message Sign (5 Each, 25 weeks total) Tree Protection Fence Tree Trunk Protection 4' Temporary Construction Fencing (Orange Construction, Steel Post) 4' Temporary Construciton Fencing (5 Wire, Steel Post) Remove and Reset Mailboxes (Pole, Stone, Brick) Furnish and Install Water Vault Lid, Ring, and Collar (STA 2+05, 53' RT) Remove 4' Grate Inlet Remove Headwall/SET Medium Stone Riprap, dry 18" RCP, Class III 24" RCP, Class III 36' RCP, Class III 18" Parallel Headwall, 1 pipe 24" Parallel Headwall, 1 pipe 36" Parallel Headwall, 1 pipe (30 Skew) 4' Grate Inlet (TYPE AD (FTW)) 12' RCP, Class IV 12' Parallel Headwall, 1 pipe 12" Parallel Headwall, 1 pipe (15 Skew) Remove Asphalt Pvmt (Outside of 6' Trench) Specification Section No. 33 31 21 33 31 13 33 05 24 34 05 24 33 05 22 33 05 21 33 05 22 33 39 60 33 39 60 33 39 10, 33 39 20 33 39 10, 33 39 20 33 39 10, 33 39 20 33 39 10, 33 39 20 33 39 10, 33 39 20 02 41 14 33 01 31 33 03 10 33 05 30 33 05 30 33 05 10 33 05 10 33 05 26 33 05 17 33 05 10 33 05 10 33 05 10 01 35 13 01 35 13 02 41 13 31 25 00 32 13 20 32 31 26 32 31 26 0241 13 32 92 13 34 71 13 34 71 13 31 10 00 31 10 00 32 31 26 32 31 26 02 41 13 33 05 16 02 41 14 02 41 14 34 49 40 33 41 10 33 41 10 33 41 10 33 49 40 33 49 40 33 49 40 3341 10 33 49 40 33 49 40 33 49 40 02 41 15 Unit of Measure LF LF LF LF LF LF LF VF VF EA VF EA VF EA EA LF LS EA EA LS LF LS EA CY CY CY LS DAY LF LS SF LF EA SY SY MO WK LF EA LF LF EA EA EA EA SY LF LF LF EA EA EA EA LF EA NS SY Bid Quantity 5637 5637 924 924 597 597 327 447 22 20 365 1 18 6 1 6561 1 7 1 1 5647 1 21 100 100 100 1 60 255 1 1000 207 3 15000 15000 10 200 2100 45 1500 1500 9 1 1 3 103 60 32 36 4 2 2 1 66 2 2 8840 Unit Price Bid Value CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30 2021 WALNUT CREEK INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 42 43 BID PROPOSAL Page 2 of 2 ADDENDTUM NO. 1 SECTION 0D 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Bidder's Proposal Project Item Information Sanitary Sewer (For Items Denoted with a * Contractor Shall Select Either Item A or B) Item No. Bidlist Item No. Description Specification Section No. cation Unit of Measure Bid Quantity Price Bid Value 55 9999.0011 Remove Temporary Asphalt Paving 02 41 15 SY 5750 56 3201.0400 Temporary Asphalt Paving Repair 32 01 18 LF 5365 57 3123.0101 Unclassified Excavation by Plan (Aledo Road Reconstruction) 33 10 00 CY 3200 58 3201.0402 Temporary Asphalt Paving (2° HMAC on 6° Flex Base) 32 01 18 SY 1000 59 3211.0123 8" Flexible Base, Type A, GR-2 32 11 23 SY 14310 60 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 13220 61 3212.0501 4" Asphalt Base Type B 32 12 16 SY 13220 62 3217.0001 4" SLD Pvmt Marking HAS (W) 32 17 23 LF 10815 63 3217.0002 4° SLD Pvmt Marking HAS (Y) 32 17 23 LF 10815 64 9999.0012 Furnish and Install Guardrail (GF-31) 00 00 00 LF 150 65 9999.0013 Furnish and Install Guardrail End Terminals 00 00 00 EA 2 66 0171.0101 Construction Staking 01 71 23 LS 1 67 0171.0102 Redline Survey 01 71 23 LS 1 68 9999.0014 Construction Allowance 00 00 00 LS 1 $ 150,000.00 $150,000.00 CONTRACTOR SHALL CHOOSE ONE EACH: 1A OR 1B; 2A OR 2B; 3A OR 3B, RESPECTIVELY TOTAL BID Total Bid $150,000.00 END OF SECTION CITY OF FORT WORD; STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9,302021 WALNUT CREEK INTERCEPTOR EXTENSION - 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RD. (Ru 2871) t C 14 A 0 16.2 1 ( LZ L \ MATCH LINE STA 13+50 1 0 i DIST. R +.W. A u `M 4 S ang O ~ 63ft% R6D 02 m z 0 4 CHAPIN SCHOOL RD (RM 2871) -g ` 1 z c n m m D z LA m 73 c m 03ST MOT R.O.W. MATCH LINE STA 9+50 DIST. GAS ES14T. TIP. RtN. £0 R� O 0 DUST. TAM R A 3L0N 10011 • 7 N 0 0 a 8 MATCH LI Pr' 4 00 STA 1330 22' a ,asssss8s ss V ji isa NpbVaVaaot I Il•tlp IpY Atacttet1 YYet Po�: „A 8§5 L a +�+li° k=>>sta ,-R ggiju Mt �tg Qnvigw 'xv a�n Aire Rr Rio yfia 5g WALNUT CHEEK SS. INTERCEPTOR EXTENSION - PINSE 1 CITY PROJECT NO.103414-1 X-27083 FialaOMgaol .a-_s --- .ssn NAILS« Ma.NAt. SSSu.eb•S z 0 o 1 I 8 a 1 1 a 11l 0 c n O I 73' 0' 73 _ t v m rnbJimm+1m N N. �h Zm %c K n'l9n� a nnnn nn rn n nn 750 „� 750 13+50 14+00 14+50 15+00 15+50 16t00 16+50 17+00 17+50 18+00 u g la G MATCH LINE o STA tX 13+50 o _T- I 460 LF EMBEDMENT & BACKFI PER JJ 05 10-020113 2. 000 tr 0• ArD • 04 8 450 LF 27" a m 0 1 I 1 1 [EXISTING GROUND 0 CL I Cr;"NI o MATCH Cs; LINE STA o 18+00 Evn o �i $ {ce�ta N yyyyVV,,..,,yfn� J O b .N.;NyOC. OytZ R voo N uaN 2^ :-+"1 as to -.-oOO " b�yt_; bQ = C O Hb n 2 -< 2 i05{ ythpsar V„"Iilzzfa 1-- ,g1nnp S'ii �* � (a yFp4p:0i ubu)In vP Wp0-0 'cti2n a4 villa r- Rzfltiy 2 A P r�l 4 b mA CyFy-1b- Nn-20 ,•cn,m �b 2Vl n1 O . ,% i) bOa -1) " n 2 `C T -1) ° A V o� "b' ^,�g� V 2 2 $). t;^2 n b ..) -t. -, �% bbrcx��blp�p min :*,0c212 r'cO2rb 2npfN HYDRAULIC DATA DESIGN FLOW - 10.20 MCD PROP 27' CAPACITY — 13.13 MCD PROP FULL PIPE VELOCITY - 5.65 fps u- cicy y`c � $A ob Z n LEGEND FULL DEPTH PAVEMENT AND SUBCRADE REPLACEMENT SEE SHEET 14 MATCH LINE STA 13+50 2I 37.5' a { 29.3' pI f 22' trn O O CONCRETE DRR£I flco 4/14 ?b yba '3� r a ' _ 1 li II 1 rTl c z O xfr n D F2 1 • 1 I 1 0 MATCH LINE STA 18+00 cz £ ppaaaa aa. %% '4•1,a uni �bM pt*4t.. ty-ad 11 11 c Att.,-&Y$8 8a : Y tok opqrsga QRpq,$gqz.Fzk'k' itua R :g>17F g4p sle441R1 3? k+gRiRSa; t ^ x�t> s° 0A € x 2440 t6,6 g(j •gyp, g18`�, a•'$ nag� 18 3:00 £o2 ?>i'attzWzq. girc 8a "z a>Yyg WAINVT CAEEK SS- INTERCEPTOR EXTENSION - PHASE 1 CITY PROTECT NO.103014-1 X-27033 RISC EMI Maki Rrsn Wilma Ira at pro tome, 4 c gran WOOS al Pet t n*e—vJr e+vsway WALNUT CREEK SS INTERCEPTOR EXTENSION • FHASE 1 O1Y PROJECT NO.103414.1 X•270R3 Nsa Mgy� Wf RAM w W% s..sillWwn..'aMnwww.Net. ::.h MATCH LINE STA 27+00 WALNUT CREEK SS INTERCEPTOR E CTENS!OV • PHASE 1 CITY PROJECT N0.101414-1 X•27013 •r r rr. rss= r.rr- 0. rr=n sass M1 M[ l rr•aw.„.r, 0 0 IJ 2 4 g 1 ke 1~1 Ln cm m mD mC - O n 1 m �m mD 5-1 O D Z .D DS m N 1 G-783 3S 11=763.29 U d9 n=763.53 -O '_;,r 78355 , f1=16382 v J C=783 62 L-/64. I n O � O MATCH LINE STA 27+00 V r 0 ll + EG=7 76 • it=/64.1s + • �G=78309 K=764.58 0 O f1=764.82 tg S A EG•713365 r,^ 11=765.06 4 1I 0=783 44 =76530 + EG-781.74 7765.54 a .62 1 MATCH I 1• UNE STA 31+50 oa 1 $rA 27+9908 •- ss L IST. 5' OU STD SS t. COUP PER DE 4N0 1.YTETOQ EPDXY Rlif = 783.t4 = 761 87 EL OW' = 63.77 4 p C M 1 m Z 0 1 Z ab a 7y0 06 1.0 sby Vert 2 -4 0i" 2� 0+ 1 NI 8 �$ I di, N CONCRETE DR,\£ I rox NW D Vq �m V\ 050 r 4 x 4-45 ?it s 11 11 1 I 0 a 0 MATCH LINE STA 27+00 I 22' VA.4.ES VARIES c oI ry1200Z4 IzCO a��t�' Ngatier • • 0 At,02 as;� ta �r2 0 GVOWIIIVU DIdlDVd NOINfr OS+LE d1S 3N11 H)1VIN WALNUT CREEK SS INTERCEPTOR E7(TEMSIOV• PHASE • CITY PROJECT NO.1034141 X•27043 Paige =JINX ICIS Y krill pa we usintac, sirs Et g.ZY Au .« .w+snv..a+aaO .S%aI N'M a.. u + €c=78374 ft-765S4 N +G-78C.40 o FLa765.77 N G-7d5 Q7 ��ia•.07 i0 is 0 G•765 73 =766.30 7k.t5b O MATCH LINE STA 31+50 1 1 1 LtcrillA .G•R.Sr. ffam xim...• • ..flugaux ' x s \U't'\\\l\\ w +` EG=787.29 X Ft=766.99 wp + FG=787.61 U rS.=78814 O fL=767.63 o w + E6 789 cc 0 rot767.95 O =784 7 76A. v MATCH INE STA 6+00 v o 1 1 1 1 1 1 op ib2 --in wits MII,rS o• .c. • Ny o�adm by to Va O .31 a$- Out ZOO 60 R 0 m m m Z 0 N IJ 2 9 MATCH LINE STA 31+50 I 0 VAR•ES VAR;ES PI a yI CONCRETE ORIIE • z 1 • • 10 1 • 1 ✓ 'GO 0 0 r- = r a c OVOM 11Y8 DIHIDVd NOINII MATCH LINE STA 36+00 41Nfr, a�v�ai{ .ag , 315� rrz'n{��4 C0 1011 'I g$? kg gQ -n6h,qpzieht gm 4/41esrlA n 3i44 E1026c1A1 .33mil VI 9R!$4 B3 43L2$21 8i WALNUT CREEK SS INTERCEPTOR EXTENS.ON • PHASE I CITY PROJECT NO.1034141 X•17083 Ill TS me ..t- r i 1t=R 'tamp Ss Gl 1P2P CIS OP IL Mt t MSS. 04eafeWill(t tt asi WALNUT CREEK SS INTERCEPTOR OCEINSION- PRASE CITY PROJECT NO. 103614-1 X-2703 1 a aw Ra, F1-ta rM riai MAPS twat aa PCIC aU$r A w Pat ts.asaNa'.0.0000..lr raels+sr 1 1 i a 4-5 11 117 viz 0-o A Or IAm 0 u ft1. -77'35 + CG=73583 p ft-771.66 G-726.44 77232 G=776 67 —77264 a + CG=727.23 01.077296 a A 7J G=74.15 77.165 A EC 5J147 p ft=774.34 01 (01 O 0 MATCH ONE STA 40+50 0 O 1 1 0 MATCH UNE STA 45+00 u o to N V'2,aCN WD'--tOila RVtZt oz N C N; N n Op o»z 1 1 1 I 1 1 1 1 v 22 11 f bccs xu C £Nfal nr 25 > fa E ma nnA,4 0 g c cz zz 4 F n P MATCH LINE STA 40+50 1 I I I I 1 CONCRETE, DINE I all NI �I 0 E a la • I• I4 VARIES ICI p) Joe to 1F VARIES la V) r- og on 2e 771 • 1 OVO2111V2! DIdIJVd NOINI1 00+Sb NUS 3NI1 HILVW qwnligo, 11 ' e.9 e R P$}1 iLL apt x Rig tRA „a 4a„syaC. pQip^4P-<F ift4424t88 WAUNT CREEK SS INTERCEPTOR FREE N- PHASE I OTT MO/ICI NO. 103414-1 X-27083 • -In rM n Pw._- tw rrsn Cm SO S Q 1 1 1k 1 D 0Z to v1-10 D3r1 ID V1 0 0 EC.E01.47 p I p O 0 $ N MATCH o UNE STA u 5400 t , FI=774.3 1 ... .,?51 I I 1 1 F -- - PER-J3 05 10-D24 1 F1=774.6E ; "r ED34E 1 I I L. 1 , f1=774.98 pG=SO4 31 P.) • 1 I 1 1 1 I 4 n-77530 a 11 M a 9 a D 9 0 al 1 J EC-E34 73 IA 4' ' I 11=775.62 44 _3 r PER 33 05 24 _ EAST. 1R7.O 90' WATER E94 EX7EN7S'OF L_ SHALL BE 84 PER 33 OS =� ---- h.------ _DUST iR%O96_ STEEL wAIER UNE FL ••7887' ., R.=//5.44 M ON Ara.. . 1.4 ar �2i ,;0=SD4.52 71=776.26 0 _.4 MST. TRWD 90' WATER ESRI F EG=E0373 + a -. I I I 1 I 103 LF EMBED, PER 33 05 10 L' L 1Ab ) 11=776.58 t s I. I I I 5 DIA SW -SS kirr COLLAR PER DETAIL DOLL 'INTERIOR --EPDXY COA7INC- F 80288 r - 777.00 UT a 776.90 FL— i-%I 04 1n A(Is CA e 1 I I I I I r & BACKFILL !018 & 0005 Ft-> 7.'7s o NJ o MATCH NNE STA oto 49+50 $ o QQQ0 LEGEND ?AUUC DATA GNFLOW- 10.20 MGD ' 27" CAPACITY 0 0.64X - 15.16 MOD ' 27" CAPACITY 0 1.50X = 23.21 MGD ' FULL PIPE VELOCITY 0 0.64X = 6.53 fps ' FULL PIPE VELOCITY 0 1.50X = 9.99 fps ?�Hq�2 ppi r222"2 Mv12. P 3. l 0el S. 70M2; �N .5 ttnlp2a € ; R TREE PROTECAQV FENCE FULL DEPTH PAVEMENT Al REPLACEMENT SEE SHEET PROPOSED SS U7I4/TY MA (SEE SHEET 33 FOR STA 7 �g'<;ni riz," p .n F4 2 a b aJ -1, .-i"g>12 2p> , uautj n'-1, b77N mm Unby1�M y2„n1 Ma"V2�c vugOFA'uk a�aims, >.rsj 40 -. ?�n"fT. o yain�"it NN34. ya ta"+��ZH W6) OtJ2Y .t tl• r`1en iyo 14 op i2 4y to rn Nc2 RlR)k zN yqto p2sqltz 22 9 a Onn my a po M y CONCRETE 00\fRAY 1. lc N 2 • nn». 1 i'ti::__—_ 9ttil R cr fl•:P • • • - • • 96 coal 2 4 t n 0 xx 01 0 05+6ti MATCH LINE STA 45+00 —�j I� 14 16 22. 0 1S 1 • I • IF 1p p Ip p ,o 0 0.4 $w o- v -11.63 1:00 .W HD1VW to •.tSv3 1n53 kV> A6 a •16 Agpliqmi exgrtox till I>',7"l` direjT Pdlinn ester- g4 Sg zic•y cqii- 1 1 1 y 1 1 1 L1 WALNUT CREEK Si INTERCEPTOR UTEHWY -PHASE 1 CITY PROJECT NO.103414-1 X•27083 .rzn Ill II .0 PC•ai+s sL4i owth41 y.4. a. aaq EG. EA7.14 777.74 G+E01.76 1 CR { EG=0213 o FL-7-ao5 O EG=60294 O O co 0 G= E03 35 =78226 G=E03 76 a 4 EG=664.31 FL-f8l74 U + EC- EC4ES 0 V i z N MATCH I b d U .INE STA 49+50 co 0 m 0 z 0 MATCH I .INE STA! b 1 1 1 1 I u 1 o I • ti R2 Mg 0 A A 1/203 3 J0 b O A Q 73 r 22' 'NAMES Nfl000 z YU b N000alloz VANES • � 4b Ygz • • I v1`1 • • •I • 0 • • • ++ 0 1 1 1p MATCH LINE STA 54+00 L O twour IhprIEt 4j 4 94n9$9 " • 4 Qu'4,4mivia-.444 4.1: > SCas ^ Ptsi QoNqaQ �+ x lax- > e;0 Pt SO; MUNI' CAFE[ S.S. INTERCEPTOR EXTENVOI • PHASE 1 CITY PROJECT NO.103414-1 X•27093 Raul MICZAINI Pr=h •rt as air r.W4O .ren anaes .a tans—rripMa ftesw wtn say in m m m> 73 r n z .mo C n O n m m mD O y r m 1 n 0 T T O 0 0 i VI asu. — M 805 tte N N W tat SC d00 7 800 a a 795 1. 2 795 O HYDRAULIC DATA D£SICN FLOW — 10.20 MCD PROP 27" CAPACITY — 23.21 MCD 820 PROP FULL PIPE VELOCITY — 9.99 fps tw N 7- oTM t4AU2 pyH ap;�r43 Ztt ANC$ to 0. 0AVbrn x VwP lb 4b4p g1.23AMit �((,�. A O rirl N%dry 0iA'i y�O�r �pA OR. S�pk Ter �2Go�x.tc.,p `0 �>1t, clXt2,�= cl u Ps3aaN cr 40 Ws MC h6 2,paq ?, TREE PROTECTION FENCE FULL DEPTH PAVEMENT AND SUBCRAD£ REPLACEMENT SEE SHEET T4 PROPOSED SS UTILITY MARKER (SEE SHEET 33 FOR STATIONING) LEGEND MATCH LINE STA 54+00 rer ms 44 12 VAR•ES p�VAR•ES�j O II ma FI PiI I 1 0 0 < 1- 0 Iv IN ,y '7 1p ,p I • • I • , • c1 • • • • tl MATCH LINE STA 58+50 < o i iQ 314985^$! 9Et ignhilta 7.tit4= al WAUVT CREEK SS. INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO. 103414-1 X-27043 Rlut M R"M .n r' so Mow rroa Fitt ra•aa .t- It er- 2 Q r t Ma • toore CYTattAY••••IV Pan., 2.e. 1 1 1 IF I a yr c O T 0 CONJ q u • na0: Io" to EGr61953 p Ft=791.96 O i LC =5N E5 o f1=79269 0, G•621 12 p 793.43 + €r-821 2 aF 79'4.1/ 6 1" O MATCH J NE STA 48+50 1 1 1 v 0 0 r= 161 p 11=795.01 EG=82181 o 71.=795.74 + G-F22 C4 = 796.48 N "G•E22EG Ft=797 22 O G=623 !6 Co a 1 T b A 0 0 ta 1 N ID 0 02 Ao $ n MATCH LINE STA 63+00 0 m CO 1 1 0 11- 0 r m m Z 0 CONCRETE OAT\£ I 1 I 0, 0 0 • 1 5' I 1/ MATCH LINE STA 63:01 I • 1 4 11 >��ga4 o°dS ag • Ya V'aGistegnt ta 4V WALNUT CREEK SS IKTERCEPTOR DM WON - PHASE CITY PROTECT KO.1034141 X-27083 •lit r M • nwCq Ind.,41C PSI ICc .t—e 'OJMCoe-vn Ni•• a.., 1 1 a • y 8+ 111 O c n 0 T O 0 co 8 t O U N MATCH INE STA 03+00 N 7 9a m + ! G_824 72 !=)9959 m G- 52 5 74 tt=3OOO 32 ▪ zG=826 93 fL=801.87 EG=828 E. fL=80'G6• ft=803. E G=822Eyy o tsB03 69 r•G•b2J i1=80389 b O 0 `1 N c4.V' sxc xaxax•4 W» ,<«.4' rc•-»,.w.x aXIMANMN..c.� rrl li MATCH O INE STA 7+50 rg 1 1 wAixs m k,, m bnI 0 311 1/) F 73 N m 73 r I,n M 1 0 N WI' LI ONONOp br0 2 '0 ApA-1 b1ba bnarin w3baum 2 2 m 00+£9 V1S 3NI1 H21VIN Co 2 ) D n O. VI •• } N ^ O NC O N27` V $ b Oct 04 O �Q$ en yf�NN yy r2rr� M2 towla ItoO co yb ro • as 1 —' t y N 22 = .'4. yO n 4 • yiB VeN ?a99^a4$? ?$ I IY41jf',4 1I WIN O Yir� of NgOui 41154121coot,i :X:'R R: 'a 4n RAuciRxygR WWI ti^SiQn t1>k-4 $ a e ` s z 9v - p $fin WAEMIT CAFEE SS. WTERCEFTOR EXTE14S'0M - FHASE 1 CITY FAMIECT NO. 103414-1 X.27033 "an.R Cr alit •... it iir_a. - m .ran cfJ tLM< t rn trAt.t: YT+wN Iac..n •••t z 0 3 5 A S F 0 c i A z 0 1: i - n 1 r Wog Val , 1 �9 DUNAWN 550 BaJeyAvnnve • SJlle 400 • For Worth. To*oe 76107 inl: 817. .1121 IOt RLG F-1114) WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION - PHASE 1 C A 6IITA OV CCIAICO f1CTA 11 C CIJCCT 1 nr E Z y r n AR S -. xER i- onn > N > A O Cre N La A- mur I O O O Zv x 0 n s 4 v 0 0 m niR o p z znq 0 00 z Ox ox 4, 1I zZ-r O V 0 flmx nxor OL: r act nz> > l Z L o c i-. w n»Ml, ZFr _ y 1 noRr =x> tg ERR ; 40> Z 5.!: 915 ono Z� o onr • Qzoo mom /Q" �F$ -no o9r le WALNUT CREEK SS INTERCEPTOR EXTEAS`OV- CHASE 1 CRY FROJECT NO. 103314-1 X-27033 00 11 13 INVITATION TO BIDDERS SECTION 00 11 13 INVITATION TO BIDDERS Page 1 of 3 RECEIPT OF BIDS Sealed bids for the construction of Walnut Creek Sanitary Sewer Interceptor Extension — Phase 1 CPN 103414-1 ("Project") will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday, DECEMBER 1, 2022 as further described below: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 76102 Bids will be accepted by: US Mail, Courier, FedEx or hand delivery at the address above; Bids will be opened publicly and read aloud at 2:00 PM CST in the City Council Chambers. In lieu of delivering completed Business Equity (M/WBE) forms for the project to the Purchasing Office, bidders shall email the completed Business Equity forms to the City Project Manager no later than 2:00 p.m. on the third City business day after the bid opening date, exclusive of the bid opening date. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: - 6,561 LF 27" ASTM F679 PVC or SN79 Fiberglass Reinforced Sanitary Sewer Pipe • 20 EA 5' DIA Precast Concrete Manhole with Warren or Chesterton Coating 1 EA 6' DIA Precast Concrete Manhole with Warren or Chesterton Coating 914 LF 42" 0.625-in Steel Casing or 48" 0.1365-in Tunnel Liner Plate • 13,222 SY Full Depth Asphalt Roadway Reconstruction (8" Flex Base, 2" Type D, 4" Type B) 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 on-line by visiting the City of Fort Worth's Purchasing Division website at http://www.fortworthtexas.gov/purchasing/ and clicking on the link to the advertised project folders on the City's electronic document management and collaboration system site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 7/19/2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 11 13 INVITATION TO BIDDERS Page 2 of 3 Bid Document Folder: https://docs.b360.autodesk.com/shares/99dcab03-f40b-4c51-95f9-9c26713ec5be Addendum folder: https://docs.b360.autodesk.com/shares/b5683ba6-2de0-4b11-bceb-234880f9b285 Plan Holders List https://docs.b360.autodesk.com/shares/13180316-2aba-4388-a2d3-8a8e230d2557 Copies of the Bidding and Contract Documents may be purchased from Dunaway Associates LLC office which is located at: 550 Bailey Ave, Suite 400 Fort Worth, TX 76133 The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $150 Set of Bidding and Contract Documents with half size (if available) drawings: $75 EXPRESSION OF INTERSEST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties are requested to email Expressions of Interest in this procurement to the City Project Manager and the Design Engineer. The email should include the company's name, contact person and that individual's email address and phone number. All Addenda will be distributed directly to those who have expressed an interest in the procurement and will also be posted in the City of Fort Worth's purchasing website at http://fortworthtexas.gov/purchasing/ PREBID CONFERENCE - In Person A prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time: DATE: Wednesday, November 16, 2022 TIME: 10:00 AM LOCATION: 311 W. 10th Street, Fort Worth, TX 76102 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 can e-mail questions or comments in accordance with Section 6 of the Instructions to Bidders referenced above to the project manager(s) at the e-mail addresses listed below. Emailed questions will suffice as "questions in writing." 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. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 7/19/2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 11 13 INVITATION TO BIDDERS Page 3 ot3 INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Preeti KC, PE, City of Fort Worth Email: Preeti.KC@fortworthtexas.gov Phone: 817-392-5467 AND/OR Attn: Josh Wright, PE, Dunaway Associates, LLC Email: JWright@dunaway.com Phone: 817-632-4832 ADVERTISEMENT DATES October 271h, 2022 November 3`h, 2022 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 7/19/2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 1. Defined Terms 00 21 13 INSTRUCTIONS TO BIDDERS Page 1 of 10 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 copies of 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. Prequalification requirement work types and documentation are available by accessing all required files through the City's website at: https://apps.fortworthtexas.gov/ProjectResources/ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised/Updated November 2, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 21 13 INSTRUCTIONS TO BIDDERS Page 2 of 10 3.1.1. Paving — Requirements document located at: LINK 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at: LINK 3.1.3. Water and Sanitary Sewer — Requirements document located at: LINK 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: 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised/Updated November 2, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 21 13 INSTRUCTIONS TO BIDDERS Page 3 of 10 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. DELETED 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. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised/Updated November 2, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE I CITY PROJECT NO: 103414-1 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 10 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. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised/Updated November 2, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 21 13 INSTRUCTIONS TO BIDDERS Page 5 of 10 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 in writing 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 delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Address questions to: City of Fort Worth 200 Texas Street Fort Worth, TX 76102 Attn: Preeti KC, PE, City of Fort Worth Water Department Email: Preeti.KC@fortworthtexas.gov Phone: 817-392-5467 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications may be posted via the City's electronic document management and collaboration system at https://docs.b360.autodesk.com/shares/fe019c87-5b2f-484d- 9f4f-0e9dae7b95db CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised/Updated November 2, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 21 13 INSTRUCTIONS TO BIDDERS Page 6 of 10 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 01 25 00 of the General Requirements. 11. Subcontractors, Suppliers and Others In accordance with the City's Business Equity Ordinance No.25165-10-2021 the City has goals for the participation of minority business and/or women business enterprises in City contracts $100,000 or greater. See Section 00 45 40 for the M/WBE Project Goals and additional requirements. Failure to comply shall render the Bidder as non -responsive. Business Equity Ordinance No.25165-10-2021, as amended (replacing Ordinance No. 24534-11-2020), codified at: https://codelibrary.amlegal.com/codes/ftworth/latest/ftworth_tx/0-0-0-22593 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS RevisedlUpdated November 2, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 21 13 INSTRUCTIONS TO BIDDERS Pagel ofl0 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor or City has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from the City. 12.2. All blanks on the Bid Form must be completed and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. 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. All entries shall be legible. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised/Updated November 2 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 21 13 INSTRUCTIONS TO BIDDERS Page 8 of 10 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed envelope, marked with the City Project Number, Project title, the name and address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 14. Withdrawal of Bids 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office may be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing and delivered to the Purchasing Office to receive a time stamp prior to the opening of Bids. A timely withdrawn bid will be returned to the Bidder or, if the request is within one hour of bid opening, will not be read aloud and will thereafter be returned unopened. 14.2. In the event any Bid for which a withdrawal request has been timely filed has been inadvertently opened, said Bid and any record thereof will subsequently be marked "Withdrawn" and will be given no further consideration for the award of contract. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised/Updated November 2, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 21 13 INSTRUCTIONS TO BIDDERS Page 9 of 10 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. 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contract award, a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at https://www.ethics.state.tx.us/datalforms/1295/1295.pdf 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised/Updated November 2, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 21 13 INSTRUCTIONS TO BIDDERS Page 10 of 10 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised/Updated November 2, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 35 13 CONFLICT OF INTEREST STATEMENT Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent to a City of Fort Worth procurement is required to complete a Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's Office pursuant to state law. If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant City Managers, or an agent of the City who exercise discretion in the planning, recommending, selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then a Local Government Officer Conflicts Disclosure Statement (CIS) may be required. • You are urged to consult with counsel regarding the applicability of these forms and Local Government Code Chapter 176 to your company. The referenced forms may be downloaded from the links provided below. Form CIQ (Conflict of Interest Questionnaire) (state.tx.us) https://www.ethics.state.tx.us/data/forms/conflict/CIS.pdf J CIQ Form does not apply CIQ Form is on file with City Secretary CIQ Form is being provided to the City Secretary CIS Form does not apply CIS Form is on File with City Secretary CIS Form is being provided to the City Secretary BIDDER: S.J. Louis Construction of Texas, Ltd. By: Signature: Title: END OF SECTION Adam Lunsford Vice President CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 24, 2020 WALNUT CREEK INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 Form provided by Texas Ethics Commission LOCAL GOVERNMENT OFFICER CONFLICTS DISCLOSURE STATEMENT Section 176.003 of the Local Government Code requires certain local government officers to file this form. A "local government officer" is defined as a member of the governing body of a local governmental entity; a director, superintendent, administrator, president, or other person designated as the executive officer of a local governmental entity; or an agent of a local governmental entity who exercises discretion in the planning, recommending, selecting, or contracting of a vendor. This form is required to be filed with the records administrator of the local governmental entity not later than 5 p.m. on the seventh business day after the date on which the officer becomes aware of the facts that require the filing of this statement. A local government officer commits an offense if the officer knowingly violates Section 176.003, Local Government Code. An offense under this section is a misdemeanor. Refer to chapter 176 of the Local Government Code for detailed information regarding the requirement to file this form. INSTRUCTIONS FOR COMPLETING THIS FORM The following numbers correspond to the numbered boxes on the other side. 1. Name of Local Government Officer. Enter the name of the local government officer filing this statement. 2. Office Held. Enter the name of the office held by the local government officer filing this statement. 3. Name of vendor described by Sections 176.001(7) and 176.003(a), Local Government Code. Enter the name of the vendor described by Section 176.001(7), Local Government Code, if the vendor: a) has an employment or other business relationship with the local government officer or a family member of the officer as described by Section 176.003(a)(2)(A), Local Government Code; b) has given to the local government officer or a family member of the officer one or more gifts as described by Section 176.003(a)(2)(B), Local Government Code; or c) has a family relationship with the local government officer as defined by Section 176.001(2-a), Local Government Code. 4. Description of the nature and extent of each employment or other business relationship and each family relationship with vendor named in item 3. Describe the nature and extent of the employment or other business relationship the vendor has with the local government officer or a family member of the officer as described by Section 176.003(a)(2)(A), Local Government Code, and each family relationship the vendor has with the local government officer as defined by Section 176.001(2-a), Local Government Code. 5. List gifts accepted, if the aggregate value of the gifts accepted from vendor named in item 3 exceeds $100. List gifts accepted during the 12-month period (described by Section 176.003(a)(2)(B), Local Government Code) by the local government officer or family member of the officer from the vendor named in item 3 that in the aggregate exceed $100 in value. 6. Signature. Signature of local government officer. Complete this section after you finish the rest of this report. You have the option to either: (1) take the completed form to a notary public where you will sign above the first line that says "Signature of Local Government Officer" (an electronic signature is not acceptable) and your signature will be notarized, or (2) sign above both lines that say "Signature of Local Government Officer (Deckrat)" (an el tronic signature is not acceptable), and fill out the unsworn declaration section. Local Government Code § 176.001(2-a): "Family relationship" means a relationship between a person and another person within the third degree by consanguinity or the second degree by affinity, as those terms are defined by Subchapter B, Chapter 573, Government Code. Local Government Code § 176.003(a)(2)(A): (a) A local government officer shall file a conflicts disclosure statement with respect to a vendor if: (2) the vendor: (A) has an employment or other business relationship with the local government officer or a family member of the officer that results in the officer or family member receiving taxable income, other than investment income, that exceeds $2,500 during the 12-month period preceding the date that the officer becomes aware that' (i) a contract between the local governmental entity and vendor has been executed, or (ii) the local governmental entity is considering entering into a contract with the vendor. www.ethics.state.tx.us Revised 8/17/2020 LOCAL GOVERNMENT OFFICER CONFLICTS DISCLOSURE STATEMENT (Instructions for completing and filing this form are provided on the next page.) FORM CIS This questionnaire reflects changes made to the law by H.B. 23, 84th Leg., Regular Session. This is the notice to the appropriate local governmental entity that the following local government officer has become aware of facts that require the officer to file this statement in accordance with Chapter 176, Local Government Code. OFFICE USE ONLY 1 Name of Local Government Officer N/A 2 Office Held N/A 3 Name of vendor described by Sections 176.001(7) and 176.003(a), Local Government Code N/A Date Received 4 Description of the nature and extent of each employment or other business relationship and each family relationship with vendor named in item 3. N/A 5 List gifts accepted by the local government officer and any family member, if aggregate value of the gifts accepted from vendor named in item 3 exceeds $100 during the 12-month period described by Section 176.003(a)(2)(B). Date Gift Accepted N/A Description of Gift N/A Date Gift Accepted N/A Description of Gift N/A Date Gift Accepted N/A Description of Gift N/A (attach additional forms as necessary) 6 SIGNATURE I swear under penalty of perjury that the above statement is true and correct. I acknowledge that the disclosure applies to each family member (as defined by Section 176.001(2), Local Government Code) of this local government officer. I also acknowledge that this statement covers the 12-month period descried by Section, 176.003(a)(2)(B), Local Government Code. (1) Affidavit NOTARY STAMP / SEAL oks- Signature of LocaV3overnment Officer Please complete either option below: Sworn to and subscribed before me by Adam Lunsford 20 22 Signature of officer administering oath to ce Jy which, witness my hand and seal of office. AMA,/&, L19ar.' s Printed name of officer administering oath this the 1 St day of December Asti • ce 1 �V 4ca-Kli.c�- Title f officer administering oath OR (2) Unsworn Declaration My name is N/A , and my date of birth is N/A My address is N/A N/A N/A N/A N/A (street) (city) (state) (zip code) (country) Executed in N/A County, State of N/A , on the N/A day of N/A , 20 N/A . (month) (year) N/A Signature of Local Government Officer (Declarant) Form provided by Texas Ethics Commission www.ethics.state.tx.us Revised 8/17/2020 CONFLICT OF INTEREST QUESTIONNAIRE For vendor doing business with local governmental entity A complete copy of Chapter 176 of the Local Government Code may be found at http://www.statutes.legis.state.tx.us/ Docs/LG/htm/LG.176.htm. For easy reference, below are some of the sections cited on this form. Local Government Code § 176.001(1-a): "Business relationship" means a connection between two or more parties based on commercial activity of one of the parties. The term does not include a connection based on: (A) a transaction that is subject to rate or fee regulation by a federal, state, or local governmental entity or an agency of a federal, state, or local governmental entity; (B) a transaction conducted at a price and subject to terms available to the public; or (C) a purchase or lease of goods or services from a person that is chartered by a state or federal agency and that is subject to regular examination by, and reporting to, that agency. Local Government Code § 176.003(a)(2)(A) and (B): (a) A local government officer shall file a conflicts disclosure statement with respect to a vendor if: (2) the vendor: (A) has an employment or other business relationship with the local government officer or a family member of the officer that results in the officer or family member receiving taxable income, other than investment income, that exceeds $2,500 during the 12-month period preceding the date that the officer becomes aware that (i) a contract between the local governmental entity and vendor has been executed; or (ii) the local governmental entity is considering entering into a contract with the vendor; (B) has given to the local government officer or a family member of the officer one or more gifts that have an aggregate value of more than $100 in the 12-month period preceding the date the officer becomes aware that: (i) a contract between the local governmental entity and vendor has been executed; or (ii) the local governmental entity is considering entering into a contract with the vendor. Local Government Code § 176.006(a) and (a-1) (a) A vendor shall file a completed conflict of interest questionnaire if the vendor has a business relationship with a local governmental entity and (1) has an employment or other business relationship with a local government officer of that local governmental entity, or a family member of the officer, described by Section 176.003(a)(2)(A); (2) has given a local government officer of that local governmental entity, or a family member of the officer, one or more gifts with the aggregate value specified by Section 176.003(a)(2)(B), excluding any gift described by Section 176.003(a-1); or (3) has a family relationship with a local government officer of that local governmental entity. (a-1) The completed conflict of interest questionnaire must be filed with the appropriate records administrator not later than the seventh business day after the later of: (1) the date that the vendor: (A) begins discussions or negotiations to enter into a contract with the local governmental entity; or (B) submits to the local governmental entity an application, response to a request for proposals or bids, correspondence, or another writing related to a potential contract with the local governmental entity; or (2) the date the vendor becomes aware: (A) of an employment or other business relationship with a local government officer, or a family member of the officer, described by Subsection (a); (B) that the vendor has given one or more gifts described by Subsection (a); or (C) of a family relationship with a local government officer. Form provided by Texas Ethics Commission www.ethics.state.tx.us Revised 1/1/2021 CONFLICT OF INTEREST QUESTIONNAIRE For vendor doing business with local governmental entity FORM CIQ This questionnaire reflects changes made to the law by H.B. 23, 84th Leg., Regular Session. This questionnaire is being filed in accordance with Chapter 176, Local Government Code, by a vendor who has a business relationship as defined by Section 176.001(1-a) with a local governmental entity and the vendor meets requirements under Section 176.006(a). By law this questionnaire must be filed with the records administrator of the local governmental entity not later than the 7th business day after the date the vendor becomes aware of facts that require the statement to be filed. See Section 176.006(a-1), Local Government Code. A vendor commits an offense if the vendor knowingly violates Section 176.006, Local Government Code. An offense under this section is a misdemeanor. J Name of vendor who has a business relationship with local governmental entity. None OFFICE USE ONLY Date Received i Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business day after the date on which you became aware that the originally filed questionnaire was incomplete or inaccurate.) Name of local government officer about whom the information is being disclosed. N/A Name of Officer J Describe each employment or other business relationship with the local government officer, or a family member of the officer, as described by Section 176.003(a)(2)(A). Also describe any family relationship with the local government officer. Complete subparts A and B for each employment or business relationship described Attach additional pages to this Form CIQ as necessary. A. Is the local government officer or a family member of the officer receiving or likely to receive taxable income, other than investment income, from the vendor? Yes No B. Is the vendor receiving or likely to receive taxable income, other than investment income, from or at the direction of the local government officer or a family member of the officer AND the taxable income is not received from the local governmental entity? Yes X No 51 6 Describe each employment or business relationship that the vendor named in Section 1 maintains with a corporation or other business entity with respect to which the local government officer serves as an officer or director, or holds an ownership interest of one percent or more. None Check this box if the vendor has given the local government officer or a family member of the officer one or more gifts as described in Section 176.003(a)(2)(B), excluding gifts described in Section 176.003(a-1). 71 12/1/2022 Signature of Cendor doinctusiness with the governmental entity Date Form provided by Texas Ethics Commission www.ethics.state.tx.us Revised 1/1/2021 WRITTEN ACTION OF THE GENERAL PARTNER OF S.J. LOUIS CONSTRUCTION OF TEXAS LTD. TAKEN IN LIEU OF A MEETING The undersigned being the General Partner of S.J. Louis Construction of Texas Ltd, a Texas limited partnership (the "Company"), pursuant to the authority contained in the Texas Business Organizations Code, in lieu of holding a meeting to consider the same, do hereby approve and adopt the following resolutions and actions effective as of July 18th, 2022: NOW THEREFORE BE IT RESOLVED, that the following persons are hereby elected as officers of this Company, to hold the offices set forth opposite their respective names until their successors have been elected and qualified: James L Schueller President/Chief Manager Les V. Whitman David Dickerson Adam Lunsford Justin Whitman Curtis Ostrander Jaime Woods Philips J. Vallakalil Jamie Whitman Executive Vice President/General Manager Vice President/South Texas Area Manager Vice President/Construction Manager Vice President/Construction Manager Vice President/Construction Manager Chief Financial Officer / Secretary / Treasurer Secretary/Treasurer/General Counsel/Contracts Director Vice President of Equipment and Trucking RESOLVED FURTHER, that the President, Executive Vice President and Chief Financial Officer are hereby authorized and empowered to sign all documents necessary for the performance of the business of S.J. Louis Construction of Texas, Ltd. RESOLVED FURTHER, that Philips J. Vallakalil, as Secretary, David Dickerson, Adam Lunsford, Justin Whitman, and Curtis Ostrander are hereby authorized and empowered to sign Construction Contracts, Construction Bids, Construction Bonds, final pay estimates and all other documents necessary to construct and manage construction jobs for the Company. 147483/v1 1 RESOLVED FURTHER, that this written action supersedes all prior appointments of officers and resolutions addressing succession of such officers. RESOLVED FURTHER, that all prior signature authorizations are hereby superseded in their entirety by this written action and are no longer of any force or effect. RESOLVED FURTHER, that all of the acts of officers of the Company, whether heretofore and hereafter taken or done, that are consistent with the purpose and intent of these resolutions are hereby in all respects authorized, approved, ratified and confirmed. GENERAL PARTNER Sd. ouis, LLC James L Schueller President and Chief Manager 147483/v1 2 OD 41 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: City Project No.: Units/Sections: Walnut Creek Sanitary Sewer Interceptor Extension - Phase 1 Aledo Road from Chapin School Road to Markum Ranch Road 103414-1 SANITARY SEWER 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. 'collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 WALNUT CREEK INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 41 00 BID FORM Page 2 of 3 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Auger Boring — 42" diameter casing and greater b. Tunneling 48" DIA, and greater than 350 LF c. Sewer Interceptors, Urban/Renewal, 27" and smaller d. Manhole Epoxy Lining (Warren Environmental or Chesterton) e. Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 SY) f. g• h. 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 360 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. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 WALNUT CREEK INTERCEPTOR EXTENSION- PHASE CITY PROJECT NO: 103414-1 00 41 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. +Iogz‘1Z1z ,may Total Bid , OSO.fi r 4fu- Mae 7. Bid Submittal This Bid is submitted on bcoEM&EIt It Zatt by the entity named below. Respectfully sub ' itt By: (Sature) Adam Lunsford (Printed Name) Title: Vice President Company: S.J. Louis Construction of Texas, Ltd. Address: 520 S. 6th Ave. Mansfield, TX, 76063 • State of Incorporation: Texas Email: AdamL@sjlouis.com Phone: 817-477-0320 END OF SECTION Receipt following is acknowledged Addenda: of the Initial Addendum No. 1: ARA' Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 WALNUT CREEK INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 42 el Page I et I SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Beni Information Bidder's Proposal Sanitary Sewer (For Items Denoted with a • Contractor Shall Select Either Item A or ➢) Item No. Bidlisi hem No. Description Specification Section No. Unit of Measure Did Quantity Unit Price Bid Value IA 3331.4337 27" PVC ASTM F879 Sewer Pipe, Deep Trench • 3331 21 LF 5637 No Bid No Bid 1B 3331.4334 27" Fiberglass SN72 Sewer Pipe, Deep Trench ' 33 31 13 LF 5637 $ 925.00 $ 5,214,225,00 2A 3305.3011 27" Sewer Carder Pipe (PVC F679)• 33 05 24 LF 924 No Bid No Bid 2B 3305.3011 27° Sewer Carrier Pipe (Fiberglass SN 72)• 34 05 24 LF 924 $ 969.00 $ 895.356.00 3A 3305.1107 33 05 22 LF $ 1,70100 51,015,497.00 42' Casing By Other Than Open Cut 597 38 3305.1303 48' Tunnel Liner Plate By Other Than Open Cut 33 05 21 LF No Bid No Bid 597 4 3305.1107 42" Casing By Other Than Open Cut (UPRR &TRWD) 33 05 22 LF 327 S 1,701.00 $ 556,227.00 5 3339.0001 Epoxy 5' Manhole Liner(Warren or Chesterton Systems) 33 39 60 VF 447 $ 452.00 $ 202,044.00 6 3339.0001 Epoxy 6' Manhole Liner(Warren or Chesterton Systems) 33 39 60 VF 22 $ 534.00 $ 11,748,00 7 3339.1/01 5' Manhole 33 39 10, 33 39 20 EA 20 $ 13,200.00 $ 264,000.00 8 3339.1103 5' Extra Depth Manhole 33 39 10, 33 39 20 VF 365 $ 268.00 $ 97,820.00 9 3339.1201 6' Manhole 33 3910, 33 39 20 EA 1 $ 23,700.00 $ 23,700.00 10 3339.1203 6' Extra Depth Manhole 33 39 10, 33 39 20 VF 18 $ 411,00 $ 7,398.00 11 9999.0001 Manhole Vent and Odor Control Assembly 33 39 10, 33 39 20 EA 6 $ 15,800,00 $ 94,800.00 12 0241.2202 Remove 5' Sewer Manhole 02 41 14 EA 1 $ 1,000.00 $ 1,000.00 13 3301.0002 Post -CCTV Inspection 33 01 31 LF 6561 $ 1.50 $ 9,841.50 14 3303.0001 Bypass Pumping 33 03 10 LS 1 $ 25,000.00 $ 25,000.00 15 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 7 $ 800.00 $ 5,600.00 16 3305.0103 Exploratory Excavation of Existing Utilities (Energy Transfer) 33 05 30 EA 1 $ 1,400.00 $ 1,400.00 17 3305.0104 Ground Water Control 33 05 10 LS 1 $ 1.00 $ 1.00 10 3305.0109 Trench Safety 33 05 10 LF 5647 $ 0.01 $ 58.47 19 3305.0110 Utility Markers 33 05 26 LS 1 $ 6,000.00 $ 6,000.00 20 3305.0112 Concrete Collar 33 05 17 EA 21 $ 1,000.00 $ 21,000.00 21 3305.0202 Imported Embedmenl/Back61l, CSS 330510 CY 100 $ 110.00 $ 11,000,00 22 3305.0203 Imported EmbedmenuBackgll, CLSM 330510 CY 100 5 150.00 $ 15,000.00 23 3305.0207 Imported Embedment/Back6ll, Select Fill 33 05 10 CY 100 $ 40.00 $ 4,000.00 24 0135.0101 Railroad Coordination 01 35 13 LS 1 $ 1,000,00 $ 1,000.00 25 0135.0102 Railroad Flagmen 01 3513 DAY 60 $ 500.00 $ 30,000.00 26 0241.0500 Remove Fence 02 41 13 LF 255 $ 3.00 $ 765.00 27 3125.0101 SWPPP 21 acre 31 2500 LS 1 $ 50,000.00 $ 50,000.00 28 9999.0002 Remove and Replace 6" Concrete Driveway 32 13 20 SF 1000 $ 19.00 $ 19,000.00 29 3231.0212 Smooth Wire Fence, Metal Posts 32 31 26 LF 207 $ 15,00 5 3,105.00 30 3231.0306 16' Gate, Steel (4' High- TxDGT Type 1) 32 31 26 EA 3 $ 4,500.00 $ 13,500.00 31 3291.0101 4" Topsoil Import 02 41 13 SY 15000 $ 4.00 $ 60,000.00 32 3292.0400 Seeding, Hydromulch 32 92 13 SY 15000 $ 0.80 $ 12,000.00 33 3471.0001 34 71 13 MO 10 $ 3,000.00 $ 30,000.00 Traffic Control and Detour(Design, Implementation and Maintenance) 34 3471.0002 Portable Message Sign (5 Each, 25 weeks total) 34 71 13 WK 200 $ 300.00 $ 60,000.00 35 9999.0003 Tree Protection Fence 31 10 00 LF 2100 $ 5.00 $ 10,500.00 36 9999.0004 Tree Trunk Protection 31 10 00 EA 45 $ 350.00 $ 15,750.00 37 9999.0004 4' Temporary Construction Fencing (Orange Construction, Steel Post) 32 31 26 LF 1500 $ 5.00 $ 7,500.00 36 9999.0005 4' Temporary Construction Fencing (5 Wire, Steel Post) 32 31 26 LF 1500 $ 9.00 $ 13,500.00 39 9999.0006 Remove and Reset Mailboxes (Pole. Stone, Brick) 02 41 13 EA 9 5 2,200,00 $ 19,800.00 40 9999.0007 Furnish and Install Water Vault Lid, Ring, and Collar (STA 2+05, 53' RI) 330516 EA 1 $ 1,500.00 $ 1,500.00 41 0241.4303 Remove 4' Grate Inlet 02 41 14 EA 1 $ 300.00 $ 300.00 42 0241.4401 Remove HeadwalllSET 02 41 14 EA 3 $ 100.00 $ 300.00 43 3137.0104 Medium Stone Rlprap, dry 34 49 40 SY 103 $ 160.00 $ 16.480.00 44 3341.0103 18" RCP, Class III 33 41 10 LF 60 $ 90.00 $ 5,400.00 45 3341.0205 24" RCP, Class III 33 41 10 IF 32 $ 120.00 $ 3,840.00 46 3341.0309 36" RCP, Class III 33 41 10 LF 36 $ 160.00 $ 5,760.00 47 3349.2001 18° Parallel Headwall, 1 pipe 33 49 40 EA 4 $ 3,600.00 $ 14,400.00 40 3349.2003 24" Parallel Headwall, 1 pipe 33 49 40 EA 2 $ 4,700,00 $ 9,400.00 49 3349.2007 36" Parallel Headwall, 1 pipe (30 Skew) 33 49 40 EA 2 $ 7,900.00 $ 15,800.00 50 3349.9003 4' Grate Inlet (TYPE AD (FTW)) 33 41 10 EA 1 $ 6,500.00 $ 8,500.00 51 9999.0008 12° RCP, Class IV 33 49 40 IF 66 $ 75.00 $ 4,950.00 52 9999.0009 1T Parallel Headwall, 1 pipe 33 49 40 EA 2 $ 3,000.00 $ 6,000.00 53 9999.0010 12" Parallel Headwall, 1 pipe (15 Skew) 33 49 40 NS 2 $ 3,200.00 $ 6,400.00 54 0241.1100 Remove Asphalt Pvmt (Outside of 6' Trench) 02 41 15 SY 8840 $ 13.20 $ 116,688.00 =YOE' FORT WORTS Revisal mann CITY PROJECT HO: 103414-1 00,043 011) PROPOSAL Page 2 of 2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project hem Information Bidders Pore! Sanitary Sewer (For Items Denoted with a • Contractor Shall Select Either Item A or B) Dent No nidlist hem No. Description Specification Section No. birth of Measure QuantityUnit Price Bid Valuo 55 9999.0011 Remove Temporary Asphalt Paving 02 41 15 SY 5750 $ 8.00 $ 46.000.00 56 3201.0400 Temporary Asphalt Paving Repair 32 01 18 LF 5365 $ 33.00 $ 177,045.00 57 3123.0101 Unclassified Excavation by Plan (Aledo Road Reconstruction) 33 1000 CY 3200 $ 18.00 $ 57,600.00 58 3201.0402 Temporary Asphalt Paving (2" HMAC on 6' Flex Base) 32 01 18 SY 1000 $ 43.00 $ 43,000.00 59 3211.0123 8" Flexible Base, Type A,GR-2 32 11 23 SY 14310 $ 18.00 $ 257,580.00 60 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 13220 $ 15.00 $ 198,300.00 61 3212.0501 4" Asphalt Base Type B 32 12 16 SY 13220 $ 29.00 $ 383,380.00 62 3217.0001 4' SLD Pvmt Marking HAS (NO 32 17 23 LF 10815 $ 1.20 $ 12,978.00 63 3217.0002 4" SLD Pvmt Marking HAS (Y) 32 17 23 IF 10815 $ 1.20 $ 12,978.00 64 9999.0012 Furnish and Install Guardrail (GF-31) 000000 IF 150 $ 30.00 $ 4,500.00 65 9999.0013 Film and Install Guardrail End Terminals 000000 EA 2 $ 3,000.00 $ 6,000.00 66 0171.0101 Construction Staking 01 71 23 LS 1 $ 25,000.00 $ 25,000.00 67 0171.0102 Redline Survey 01 71 23 LS 1 $ 5,000.00 $ 5,000.00 689999.0014 Construction Allowance 00000D LS 1 $150.000.00 $ 150,000.00 _. 1A OR 18; 2A OR 2B; TOTAL BID 510,424,212,97 Total Bid END OF SECTION $10,424,212.97 CITY OF FORT ORTn 00 43 13 BID BOND Page 1 of 2 SECTION 00 43 13 r- BID BOND KNOW ALL BY THESE PRESENTS: That we, S.J. Louis Construction of Texas, Ltd. , known as "Bidder" herein and Liberty Mutual Insurance Company a corporate surety duly authorized to do business in the State of Texas, known as "Surety" herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum of five percent (5%) of Bidder's maximum bid price, in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as Walnut Creek Sanitary Sewer Interceptor Extension - Phase 1 NOW, THEREFORE, the condition of this obligation is such that if the City shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the City in accordance with the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bid amount. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 1st day of December , 2022. ATTEST: ,,,,/k• Witness as to Principal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 PRINCIPAL: S.J. Louis Construction of Texas, Ltd. Adam Lunsford- Vice President Name and Title WALNUT CREEK INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 k<ou Ail CAr\ MAA1 &Y Witness as to Surety Address: 00 43 13 BID BOND Page 2 of 2 520 S. 6th Ave. Mansfield, TX, 76063 Heather R. Goedtel, Attorney -in -Fact Name and Title Address: 8400 Normandale Lake Blvd., #1700 Bloomington, MN 55437 Telephone Number: 763-302-7159 Attach Power of Attorney (Surety) for Attorney -in -Fact *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 WALNUT CREEK INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 Surety Acknowledgment State of Minnesota County of Hennepin } } ss. } On this 1 St day of December, 2022, before me personally came Heather R. Goedtel, to me known, who being by me duly sworn, did depose and say that she is the Attorney -in -Fact of Liberty Mutual Insurance Company described in and which executed the above instrument; that she/he knows the seal of said corporation; that the seal affixed to said instruments is such corporate seal, that it was so affixed by order of the Board of Directors of said corporation, and that she/he signed her/she/his name to it by like order. C OLE CATHERINE LANGER Notary Public State of Minnesota My Commission Expires January 31, 2028 ?s Liberty, SURETY This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POVVER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the °Companies°), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Blake S. Bohlig; Brian D. Carpenter, Craig Olmstead; Erik T. Gunkel; Heather R. Goedtel; Jessica Hoff, Kelly Nicole Enghauser; Laurie Pflug; Megan Scott, Michelle Halter; Michelle Ward; Nicole Langer Certificate No: 8208081-190003 all of the city of Bloomington state of MN each individually if there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attomey has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 24th day of May , 2022 . By: State of PENNSYLVANIA ss County of MONTGOMERY On this 24th day of May , 2022 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company y David M. Carey, Assistant Secretary Commonwealth of Pennsylvania - Notary Seal Teresa Pastel'a, Notary Pub1:c Montgomery County My commission expires March 28, 2025 Commission number 1126044 Member, Pennsylvania Assodat:on of Notaries By: 4-41:16)114)11-"J eresa Pastella, Notary Public This Power of Attomey is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV - OFFICERS: Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys in fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attomeys-in- fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attomey issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 1st day of December , 2022 . ui U (zi ocE co O Q= aO.. O .�_ a) • k0 O Q) < 4- o `N Q) CO oCN L , O cCO ca "0U O W szp LI— a By: Renee C. Llewellyn, Assistant Secretary LMS-12873 LMIC OCIC WAIC Multi Co 02/21 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business Is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of are not required to underbid resident bidders. OThe principal place of business of our company or our parent company or majority owner is , our principal place of business, in the State of Texas BIDDER: S.J. Louis Construction of Texas, Ltd. By: Adam Lunsford END Or SECTION Title: Vice President Date: 12/1/2022 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 WALNUT CREEK INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 45 11 -1 BIDDERS PREQUALIFICATIONS Page 1 of3 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 1. Summary. A Bidder or their designated subcontractors are required to be prequalified or have applied for prequalification by the City for the work types requiring prequalification prior to submitting bids. To be considered for award of contract the Bidder must submit Section 00 45 12, PREQUALIFICATION STATEMENT for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordance with the requirements below. The information must be submitted seven (7) days prior to the date of the opening of bids. Subcontractors must follow the same timelines as contractors 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. The prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. For example, a contractor wishing to submit bids on projects to be opened on the 7th of April must file the information by the 3 I st day of March in order to eligible to work on these projects. In order to facilitate the approval of a Bidder's Prequalification Application, the following must accompany the submission. a. A complete set of audited or reviewed financial statements. (1) Classified Balance Sheet (2) Income Statement (3) Statement of Cash Flows (4) Statement of Retained Earnings (5) Notes to the Financial Statements, if any b. A certified copy of the firm's organizational documents (Corporate Charter, Articles of Incorporation, Articles of Organization, Certificate of Formation, LLC Regulations, and Certificate of Limited Partnership Agreement). c. A completed Bidder Prequalification Application. (1) The firm's Texas Taxpayer Identification Number as issued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.tx.us/taxpermit/ and fill out the application to apply for your Texas tax ID. (2) The firm's e-mail address and fax number. (3) The firm's DUNS number as issued by Dun & Bradstreet. This number is used by the City for required reporting on Federal Aid projects The DUNS number may be obtained at www.dnb.com. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial prequalification. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. 2. Prequalifieation Requirements a. Financial Statements. Financial statement submission must be provided in accordance with the following: (1) The City requires that the original Financial Statement or a certified copy be submitted for consideration. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 45 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 (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 "NIA" 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. 3. Eligibility for Award of Contract a. The City shall be the sole judge as to a contractor's prequalification. b. The City may reject, suspend, or modify any prequalification for failure by the contractor to demonstrate acceptable financial ability or performance. c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 004511 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to perform the prequalified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 45 12 PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Auger Boring — 42" diameter L P �M� &oWWsTR CCTronr, /NA «(4 °bacia-3 casing and greater Tunneling 48" DIA, and greater t 36 9-oa-3 P SVNtkiiCE 4grRcfenoN1 INC. than 350 LF Urban/Renewal, Sewer smaller Interceptors, 27" and S.J. Louis Construction of Texas, Ltd. 4/30/2023 Manhole Environmental Epoxy Lining or Chesterton) (Warren A /' ''[f Wg0 4 weig* • f tvu�. � s, tiec, y 3680? Asphalt Paving R z Construction/Reconstruction AjAhrirrE AMA* (Kg-, b 2-d (LESS THAN 15,000 SY) I J 0 0 0 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: S.J. Louis Construction of Texas, Ltd. 520 S. 6th Ave. Mansfield, TX, 76063 0 By: A m Lunsford ( gnature) Title: Vice President Date: (211(I boa a -- END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 09/30/2021 WALNUT CREEK INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 FORT WORTH, SECTION 00 4513 PREQUALIFICATION APPLICATION Date of Balance Sheet , Mark only one: Name under which you wish to qualify Individual Limited Partnership General Partnership Corporation Limited Liability Company Post Office Box City State Zip Code Street Address (required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) Email/mail this questionnaire along with financial statements to the appropriate group below. A separate submittal is required for water/sewer, paving, and lighting• Work Category — Water Dept - Water/sewer Work Category — TPW Paving Work Category — TPW Ped/Rdwy Lighting John. kasavich(&,FortWorthTexas.gov Alicia. Garcia c®fortworthtexas.gov clint.hoover@fortworthtexas.gov Fort Fiscal Worth Services Water Worth, Division Department TX 200 76102 Engineering Texas St. and Fort City Works of Fort Dept. Texas Worth 3741 76133 SW Transportation Attn: Loop Alicia 820, Garcia and Fort Public Worth, Management City James of Fort Ave. Worth Attn: Fort Clint TPW Worth, Hoover, Transportation TX 76115 P.E. 5001 *Financial Statements must be mailed. Mark the envelope: "Bidder Prequalification Application" 00 45 13 -2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. Select major work categories for which you would like to be prequalified (City may deem you are not qualified for selected category or may approve you at a lesser size/length and maximum size may not be listed specifically under a major work category): im MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Inches — 60 —inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling— 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches — 36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 0045 13 -3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED CCTV, 42-inches and smaller CCTV, 48-inches and smaller Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning , 24-inches and smaller Sewer Cleaning , 42-inches and smaller Sewer Cleaning , All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards)* Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER)* Roadway and Pedestrian Lighting NOTE *There is not a prequalification requirement for installation of concrete sidewalk, curb & gutter, driveways, and panel replacement, only concrete paving CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO; 103414-1 0045 13 -4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting NAME AND DETAILED ADDRESS OF OWNER DESCRIPTION OF EQUIPMENT 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere9 CONTRACT CLASS OF WORK DATE LOCATION CITY -COUNTY- STATE NAME AND DETAILED ADDRESS OF OFFICIAL TO WHOM YOU REFER AMOUNT COMPLETED *If requalifying only show work performed since last statement. 5. Have you ever failed to complete any work awarded to you? If so, where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual, name of owner and reason. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROTECT NO: 103414-1 00 45 13 - 5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 8 In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? NAME YEARS OF IN WHAT CAPACITY PRESENT POSITION OR OFFICE MAGNITUDE AND TYPE OF WORK EXPERIENCE 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 45 13 -6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general, limited, or registered limited liability partnership? Vice Presidents File No. (if Limited Partnership) General Partners/Officers Secretary Limited Partners (if applicable) Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) Individuals authorized to sign for Partnership Except for limited partners, the individuals listed 'n the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 14. Equipment 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. ITEM QUANTITY BALANCE SHEET VALUE ITEM DESCRIPTION 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 Various - TOTAL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 STATE OF COUNTY OF 00 45 13 -8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. , being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT § 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 103414. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: S.J. Louis Construction of Texas, Ltd. Company 520 S. 6th Ave. Address By: Adam Lunsford Signature: ( lease Print) Mansfield, TX, 76063 Title: Vice President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Adam Lunsford , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of Vice President for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 1st day of December , 20 22 MA-RIA LAURA PAREDES Notary ID #130612880 My Commission Expires April 15, 2024 Notary u lic in and for the State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 45 40 - 1 Business Equity Goal Page 1 of 2 SECTION 00 45 40 Business Equity Goal APPLICATION OF POLICY If the total dollar value of the contract is $100,000 or more, then a Business Equity goal is applicable. A Business Equity Firm refers to certified Minority-, and/or Women-, owned Business Enterprises (M/WBEs). POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation of Business Equity Firms when applicable, in the procurement of all goods and services. All requirements and regulations stated in the City's Business Equity Ordinance No.25165-10-2021, (replacing Ordinance No. 24534-11- 2020 (codified at: https://codelibrary.amlegal.com/codes/ftworth/latest/ftworth_tx/0-0-0-22593) apply to this bid. BUSINESS EQUITY PROJECT GOAL The City's Business Equity goal on this project is 1 7% of the total bid value of the contract (Base bid applies to Parks and Community Services). METHODS TO COMPLY WITH THE GOAL On City contracts where a Business Equity Goal is applied, offerors are required to comply with the City's Business Equity Ordinance by meeting or exceeding the above stated goal or otherwise comply with the ordinance through one of the following methods: 1. Commercially useful services performed by a Business Equity prime contractor, 2. Business Equity subcontracting participation, 3. Combination of Business Equity prime services and Business Equity subcontracting participation, 4. Business Equity Joint Venture/Mentor-Protege participation, 5. Good Faith Effort documentation, or 6. Prime contractor Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION Applicable documents (listed below) must be received by the Purchasing Division, OR the offeror shall EMAIL the Business Equity documentation to the assigned City of Fort Worth Project Manager or Department Designee. Documents are to be received no later than 2:00 p.m., on the third City business day after the bid opening date, exclusive of the bid opening date. The Offeror must submit one or more of the following documents: 1. Utilization Form and Letter(s) of Intent, if the goal is met or exceeded; 2. Good Faith Effort Form and Utilization Form, including supporting documentation, if participation is less than stated goal, or no Business Equity participation is accomplished; 3. Prime Contractor Waiver Form, including supporting documentation, if the Offeror will perform all subcontracting/supplier opportunities; or 4. Joint Venture/Mentor-Protege Form, if goal is met or exceeded with a Joint Venture or Mentor - Protege participation. These forms can be found at: Business Equity Utilization Form and Letter of Intent https://apes.fortworthtexas.gov/ProiectResources/ResourcesP/60%20- %20MWBE/Dept Request%20for%20Waiver%20of%20Business%20Equity%20Goa1%20- 2021.pdf CITY OF FORT 'WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 45 40 - 2 Business Equity Goal Page 2 of 2 Letter of Intent https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60%20- %20MWBE/Letter%20of%20Intent_DVIN%202021.pdf Business Equity Good Faith Effort Form https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60%20- %20MWBE/Good%20Faith%20Effort%20Form_DVIN%202022.pdf Business Equity Prime Contractor Waiver Form https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60%20- %20MWBE/MWBE%20Prime%20Contractor%20Waiver-220313.pdf Business Equity Joint Venture Form https://apps.fortworthtexas.gov/Prof ectResources/ResourcesP/60%20- %20MWBE/MWBE%20Joint%20Venture 220225.pdf FAILURE TO ACHIEVE THE GOAL OR OTHERWISE COMPLY WITH THE ORDINANCE WILL RESULT IN THE BIDDER/OFFEROR BEING DECLARED NON -RESPONSIVE AND THE BID REJECTED. FAILURE TO SUBMIT THE REOUIRED BUSINESS EOUTY DOCUMENTATION OR OTHERWISE COMPLY WITH THE ORDINANCE WILL RESULT IN THE BID BEING DECLARED NON- RESPONSIVE, THE BID REJECTED AND MAY SUBJECT THE BIDDER/OFFEROR TO SANCTIONS AS DESCRIBED IN SEC. 20-373 OF THE ORDINANCE. For Questions, Please Contact The Business Equity Division of the Department of Diversity and Inclusion at (817) 392-2674. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 52 43 - I Agreement Page 1 of 6 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on a f ? t1 '3043 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 S.J. Louis Construction of Texas, LTD. 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 muhral 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: Walnut Creek Sanitary Sewer Interceptor Extension — Phase 1 City Project No. 103414 -1 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, OfTen Million Fou Hundred Twenty.Four Thousand Two Hundred TwelveDollars ($ 10,424,212.97 ). Contract price may be adjusted by change orders duly authorized by the Parties Article 4. CONTRACT TIME 4.1 Final Acceptance. The Work shall be complete for Final Acceptance within 360 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 nine hundred fifty Dollars ($950.00) 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 5.1 CONTENTS: A.The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION -- PHASE 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-1 Revised 8/22/2022 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 ACORD Form(s) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. MBE and/or SBE 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 offices, 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 on 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 WALNUT CREEK SS INTERCEP lOR EXTENSION — PHASE 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-1 Revised 8/22/2022 005243-3 Agreement Page 3 of 6 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought weie caused, in whole or in part, by any act omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 Successors and Assigns. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability/Non-Waiver of Claims. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor. The failure of City or Contractor to insist upon the performance of any term or provision of this Agreement or to exercise any right granted herein shall not constitute a waiver of City's or Contractor's respective right to insist upon appropriate performance or to assert any such right on any future occasion. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Non -appropriation of Funds. In the event no funds or insufficient funds are appropriated by City in any fiscal period for any payments due hereunder, City will notify Vendor of such occurrence and this Agreement shall terminate on the last day of the fiscal period for which appropriations were received without penalty or expense to City of any kind whatsoever, except as to the portions of the payments herein agreed upon for which funds have been appropriated. CITY OF FORT WORTH WALNUT CREEK SS INTERCEP rOR EXTENSION — PHASE 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-1 Revised 8/22/2022 005243-4 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 2274 of the Texas Government Code -(as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2), 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 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2). 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 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 (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1), 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 (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1). 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 terns of this Agreement. CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: I03414-I Revised 8/22/2022 005243-5 Agreement Page 5 of 6 7.11 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (1-9). Upon request by City, Contractor shall provide City with copies of all 1-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. Contractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Contractor employee who is not legally eligible to perform such services. CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the right to immediately terminate this Agreement for violations of this provision by Contractor. 7.12 No Third -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 he 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 andlor 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. CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-1 Revised 8/22/2022 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: Adam Lunsford (Printed Name) Vice President Title 520 South 6th Ave. Address Mansfield Texas, 76063 City/State/Zip February 21, 2023 Date • City of Fort Worth By: Jesica McEachern for: Dana Burghdoff Assistant City Manager Mar 14, 2023 Date 2 J:n ette Gobdall,.Cityi � retary i' b �i t . {\ ,i \ ' C: 23=0k29'F Date?'C .t4/.2`3 • '' Form 1295 No.: 2022-964002 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. P+&AV Preeti KC, P.E. Project Manager Approved as to Form and Legality: alSW DBlack (Ma 11, 2023 16:37 MST) Douglas W. Black Sr. Assistant City Attorney APPROVAL RECOMMENDED: Ckt& 'phet Seat Christopher FI rder (Mar 9, 2023 07:18 CST) Chris Harder, PE, Director, Water Department CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY Revised 8/22/2022 gttNS/011 Ii !8g '>k-:0.„Zlt :J j'ROIECT NO: 103414-1 Bond No. 190052752 006113-1 PERFORMANCE BOND Page 1 of2 SECTION 00 61 13 PERFORMANCE BOND THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT That we, S.J. Louis Construction of Texas, LTD. , known as "Principal" herein and Liberty Mutual Insurance Company , a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum of, Ten Million Four Hundred Twenty -Four Thousand Two Hundred Twelve Dollars ($ 10,424 212.97 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the City truf awarded the 7 �day of FE$R uflRY , 20?3, which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated as Walnut Creek Sanitary Sewer Interceptor Extension, CPN 103414. NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the City, then this obligation shall be and become null and void, otherwise to remain in filll force and effect. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 0061 13 - 2 PERFORMANCE BOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED �rH this instrument by duly authorized agents and officers on this the a day of FeNWARy , 2021 nas to Principal Witness as to S—‘12-6"au ety -J Telephone Number: 763-302-7159 PRINCIPAL: S.J. Louis Construction of Texas, LTD. Adam Lunsford, Vice President Name and Title Address: 520 South Sixth Avenue Mansfield Texas 76063 SURETY: Liberty Mutual Insurance Company BYE ignature Heather R. Goedtel, Attorney -in -Fact Name and Title Address: 8400 Normandale Lake Blvd., #1700 Bloomington, MN 55437 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 Bond No. 190052752 THE STATE OF TEXAS COUNTY OF TARRANT That we, 006114-1 PAYMENT BOND Page 1 of2 SECTION 00 6114 PAYMENT BOND KNOW ALL BY THESE PRESENTS: S.J. Louis Construction of Texas, LTD. , known as "Principal" herein, and Liberty Mutual Insurance Company ,a corporate surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the penal sum of Ten Million Four Hundred Twenty -Four Thousand Two Hundred Twelve Dollars ($ 10,424,212.97 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and holy be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: INTH day of `afWARy , 2093 which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined by law, in the prosecution of the Work as provided for in said Contract and designated as Walnut Creek Sanitary Sewer Interceptor Extension, CPN 103414. WHEREAS, Principal has entered into a certain written Contract with City, awarded the NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE I CITY PROJECT NO: 103414-1 006114-2 PAYMENT BOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the Is" day of casAuniy ,2o43 . PRINCIPAL: S.J. Louis Construction of Texas, LTD. ATTEST: BY: (Princi `. P: ecretary Witness as to Principal ATTEST: B Signature Adam Lunsford, Vice President Name and Title Address: 520 South Sixth Avenue Mansfield Texas 76063 SURETY: Liberty Mutual Insurance Company -Si a re Ll� (Surety) t Witnes Name and Title Witness as to Surety Heather R. Goedtel, Attorney -in -Fact Address: 8400 Normandale Lake Blvd., #1700 Bloomington, MN 55437 Telephone Number: 763-302-7159 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 ftom its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 Bond No. 190052752 00 61 19 - 1 MAINTENANCE BOND Page 1 of 3 SECTION 00 61 19 MAINTENANCE BOND THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT That we S.J. Louis Construction of Texas, LTD. , known as "Principal" herein and Liberty Mutual Insurance Company , a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the SUM Often Million Four Hundred Twenty -Four Thousand Two Hundred Twelve Dollars ($ 10,424,212.97 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WIHEREAS, the Principal has entered into a certain written contract with the City awarded the Pren day of FORIgRtt , 20333 , which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for in said contract and designated as Walnut Creek Sanitary Sewer Lrterceptor Extension, CPN 103414; and WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the City of the need therefor at any time within the Maintenance Period. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 112011 WALNUT CREEK SS INTERCEPTOR EXTENSION —PHASE 1 CITY PROJECT NO: 103414-1 006119-2 MAINTENANCE BOND Page 2 of 3 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 61 19 - 3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 9'1 lig day of 680liky , 2003 . ATTESp :SX (Princi cretary fitness as to Principal ATTEST: Witness as to Sur Witne s tY PRINCIPAL: S.J. Louis Construction of Texas, LTD. BY: ignafure Adam Lunsford, Vice President Name and Title Address: 520 South Sixth Avenue Mansfield Texas 76063 SURETY: Liberty Mutual Insurance Company BY fig ature Heather R. Goedtel, Attorney -in -Fact Name and Title Address: 8400 Normandale Lake Blvd., #1700 Bloomington, MN 55437 Telephone Number: 763-302-7159 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: I03414-1 Bond No. 190052752 00 61 19 - 1 MAINTENANCE BOND Page 1 of 3 SECTION 00 61 19 MAINTENANCE BOND (Tarrant County) THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT That we S.J. Louis Construction of Texas, LTD, , known as "Principal" herein and Liberty Mutual Insurance Company , a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and finely bound unto Tarrant County of the State of Texas, known as "County" herein, in the sum often Million Four Hundred Twenty -Four Thousand Two Hundred TwelveD011ars ($ 10,424,212.97 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made unto the County and its successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, Jointly and severally, firmly by these presents. WHEREAS the Principal has entered into a certain written contract with the City of Fort Worth awarded the PM day of a$RthIRy , 2003, which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for in said contract and designated as Walnut Creek Sanitary Sewer Interceptor Extension, CPN 103414, more specifically for the purposes of this bond, Work related to the construction of Aledo Road and associated elements; and WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City of Fort Worth ("Maintenance Period"); and CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 006119-2 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the County of the need therefor at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by County, to a completion satisfactory to the County, then this obligation shall become null and void; otherwise to remain in frill force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the County may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION —PHASE I CITY PROJECT NO: 103414-1 00 61 19 - 3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 9-'1 day of FgelkVAP;y , 20a. ATTES (Principa retary itness as to Principal ATTEST: ICLAphirridie(Surety)X00i fr Witriess`as to Sure PRINCIPAL: S.J. Louis Construction of Texas, LTD. Adam Lunsford, Vice President Name and Title Address: 520 South Sixth Avenue Mansfield Texas 76063 SURETY: Liberty Mutual Insurance Company B Heather R. Goedtel, Attorney -in -Fact Name and Title Address: 8400 Normandale Lake Blvd., #1700 Bloomington, MN 55437 Telephone Number: 763-302-7159 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 Liberty Mutual SURETY This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of Ole State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the °Companies°), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Blake S. Bohlig; Brian D. Carpenter; Craig Olmstead; Erik T. Gunkel; Haley Pflug; Heather R. Goedtel; Jessica Hoff Kelly Nicole Enghauser; Laurie Pflug; Michelle Halter; Michelle Ward; Nicole Langer Certificate No: 8209239-190003 all of the city of Bloomington state of MN each individually if there be more than one named, its Uue and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, or and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 12th day of January , 2023 By: Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company David M. Carey, Assistant Secretary State of PENNSYLVANIA ss County of MONTGOMERY On this 12th day of January 2023 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written. Commonwealth of Pennsylvania- Notary Seal Teresa Paslella, Notary Pub Montgomery County My commission expaes March 28, 2025 Commission number 1126044 _ ;4/ Member, Pennstanla Association of Notaries 4ryy PV% By: 11-al' eresa Pastella, Notary Public This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV —OFFICERS: Section 12. Power of Attorney. My officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys -in -fad, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. My power or authority granted to any representative or attorney -in -fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII — Execution of Contracts: Section 5. Surety Bonds and Undertakings. My officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surely any and all undertakings bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in - fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original paver of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of m 0 O :• , c c E U r•-• > g a0 O • al < O O o N CM • 00 O CV CC)) a� 00 cCO 03 a (0) O 0) s03 `o at U. CI By: Renee C. Llewellyn, Assistant Secretary LMS-12873 LMIC OCIC WAIL Multi Co 02/21 SECTION 00 61 25 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 006125-1 CERTIFICATE OF INSURANCE Page 1 of 1 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article1— 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 Preconstnrction 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............................................................................................................................11 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: 823/2121 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 6.02 Labor; Worlcing 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 Responsi1 ilities...................................................................................................................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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 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 - 11.01 11.02 11.03 11.04 Article 12 - 12.01 12.02 12.03 Article 13 - 13.01 13.02 13.03 13.04 13.05 13.06 13.07 13.08 13.09 Article 14 - 14.01 14.02 14.03 14.04 14.05 14.06 14.07 14.08 14.09 Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................41 Costof the Work......................................................................................................................... 41 Allowances.................................................................................................................................. 43 UnitPrice Work..........................................................................................................................44 Plans Quantity Measurement......................................................................................................45 Change of Contract Price; Change of Contract Time................................................................. 46 Changeof Contract Price............................................................................................................46 Changeof Contract Time............................................................................................................47 Delays.......................................................................................................................................... 47 Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................48 Noticeof Defects........................................................................................................................48 Accessto Work...........................................................................................................................48 Testsand Inspections..................................................................................................................48 UncoveringWork........................................................................................................................49 CityMay Stop the Work.............................................................................................................49 Correction or Removal of Defective Work................................................................................50 CorrectionPeriod........................................................................................................................50 Acceptance of Defective Work...................................................................................................51 City May Correct Defective Work.............................................................................................51 Payments to Contractor and Completion.................................................................................... 52 Scheduleof Values......................................................................................................................52 ProgressPayments...................................................................................................................... 52 Contractor's Warranty of Title...................................................................................................54 PartialUtilization.............................:..........................................................................................55 Final Inspection 55 FinalAcceptance.........................................................................................................................55 FinalPayment..............................................................................................................................56 Final Completion Delayed and Partial Retainage Release........................................................56 Waiverof 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 CONSTRUCT ION SPECIFICATION DOCUMENTS Revision: W23/2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 Article17 —Miscellaneous ..............................................................................................................................62 17.01 Giving Notice..............................................................................................................................62 17.02 Computation of Times................................................................................................................62 17.03 Cumulative Remedies................................................................................................................. 62 17.04 Survival of Obligations...............................................................................................................63 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTH STANDARDCONSTRUCT ION SPECIFICATION DOCUMENTS Revision: R2i2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL CONDITION Page I 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 mto 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. CalendarDay—A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8032021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL COND IT IONS 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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 Depailinent 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 STANDARDCONST RP CT ION SPECIFICATION DOCUMENTS Revision: salami WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 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; 82i202I WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL CONDITION S 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 —Aworking 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.B 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: 8212021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL CONDITION S Page7of63 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 includmg 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. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8230021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL CONDITION S 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 Contractor attending the Public Meeting as 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 at 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 SPECIF ICATION DOCUMENTS Revision: 823202I WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision 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: 1. 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIE ICATION DOCUMENTS Revision: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL CONDITION S 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. 1. 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. CITYOF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 mcident 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: 873/2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 orIndicated: 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 CONSTRUCT ION SPECIFICATION DOCUMENTS Revision: S23/2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL CONDITION S 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 hartnless 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 anyoneforwhom Contractor is responsible. Nothing in this Paragraph 4.06.Gshall 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: g232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL CONDITION S 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. Contractor shall furnish maintenance bonds in an amount equal to 10% of the portion of the Contract Price which relates to reconstruction of Aldo Road including pavement, drainage structures, and guard rail fencing. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance of roadway work by the County. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as specified in the Supplementary Conditions which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: S232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-1 GENERAL CONDITION S 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: I. 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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 ofBondsandlnsurance; 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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823/2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S Page 21 of 63 C All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 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 STANDARDCONSTRUCT ION SPECIFICATION DOCUMENTS Revision: S232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time, and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will* a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of fmal 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 CONSTRUCT ION SPECIFICATION DOCUMENTS Revision: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL CONDITION S Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.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.B. 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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL. COND IT IONS 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. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon requestby City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15 02 A Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. 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: CITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIFICATION DOCUMENTS Revision: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference betweenwages 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 STANDARDCONSTRUCT ION SPECIFICATION DOCUMENTS Revision: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-1 GENERAL CONDITION S 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 agreementbefore 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 lth 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 (it) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 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 Cty 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 resultingfrom CITY OF FORT WORTH STANDARDCONSTRUCT ION SPECIFICATION DOCUMENTS Revision: R23/2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 B City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtainedpermits and licenses. City will obtain andpay 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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-1 GENERAL CONDITION S 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: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. httpi/www.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas' A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision. 823✓2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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. Upcn 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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 utihty 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 CONSTRUCT ION SPECIFICATION DOCUMENTS Revision: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 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 STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL COND ITION S 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 ContractDocuments 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: 823202I WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL CONDITION S Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6 any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out o1', or alleged to arise out o1; 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 DAMACES BEING SOUGHT WERE CAUSED. IN WHOT E OR IN PART BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without hmmtation, indemmty 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 harmle s s, 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 44 or alleged to arise out o$ 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: &233/2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-1 GENERAL CONDITION S Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE, AND BE EFFECTIVE EVEN IF IT IS ALI EGED OR PROVEN THAT Al T, 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 carryout 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 STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8230021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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: 1 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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 STANDARDCONSTRUCT ION SPECIFICATION DOCUMENTS Revision: S232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL CONDITION S 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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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.O1.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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL CONDITION S 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.O1.B, 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.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 indirec tly 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: 8230021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3 Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.O1.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.O1.A and 11.O1.B, 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: 823/2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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. ContingencyAllowance: 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 eachseparately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: F232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL COND IT ION S 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 fmal 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 fmal 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 fmal quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 007200-1 GENERAL CONDITION S 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 ofContractPrice 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 12.01.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.O1.C). 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 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2 a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision. 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.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 phis 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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823202I WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL CONDITION S 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. 1. 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: 82Y2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 ofDefective 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 w th 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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S Page 52 of 63 fr 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 necessaryrevisions 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 STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 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 STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823/2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL CONDITION S 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 Payrnent: 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 STANDARDCONST RUCTION SPECIFICATION DOCUMENTS Revision: F1232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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. PartialUtilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is Substantially Complete in accordance with the Contract Documents: 1. Within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective ("Punch List Items"). Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification to the City of Substantial Completion and the date of Final Inspection. 1. 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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 00 72 00 -1 GENERAL CONDITION S Page 56 of 63 14.07 Final Payment A. Application forPayrnent: 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 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 STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823/202I WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I 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: 8/232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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: 8/23/2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 effectedby 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 CONSTRUCT ION SPECIFICATION DOCUMENTS Revision: g232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 reasonof 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.D 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: g232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 - MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2 delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 007200-I GENERAL CONDITION S 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 STANDARDCONST RUCTION SPBCIF ICATION DOCUMENTS Revision: 8232021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 00 73 00 SUPPLEMENTARY CONDITIONS Page 1 of 5 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.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 19, 2022: Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER TARGET DATE OF POSSESSION 2 & 3 Caliche Land LLC DECEMBER 2022 4 & 5 Rockbrook Partnership LTD DECEMBER 2022 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 5 SC-4.01A.2, "Availability of Lands" Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of October 19, 2022: EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT NONE 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 Report No. 128-21-112, dated January 2022, prepared by CMJ Engineering. a sub -consultant of Dunaway Associates, LLC, a consultant of the City, providing additional information on geotechnical analysis The following are drawings of physical conditions in or relating to existing surface and subsurface structures (including Underground Facilities) which are at or contiguous to the site of the Work: Walnut Creek Sanitwy Sewer Interceptor Extension — Phase 1, Sheets 12 thru 13. SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: NONE SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear including their respective officers, directors, agents and employees. (1) City (2) Tarrant County (3) Consultant: Dunaway Associates, LLC (4) Other: Union Pacific Railroad Company 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. Stauaory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease - policy limit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 5 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 of: $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (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 $500,000 $100,000 Bodily Ijuryperperson/ Bodily Injwy per accident / 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 owned and operated by Union Pacific Railroad Company. 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 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: $6,000,000 (2) Each Occurrence: $2,000,000 X Required for this Contract Not required for this Contract CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of S With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at - grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04.,"Project Schedule" Project schedule shall be Tier 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: A copy of the table is also available by accessing the City's website at: https://apes.fortworthtexas.gov/ProjectResources/ 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: 1. Union Pacific Contractors Right of Entry Agreement 2. Rail Pros Field Services Construction Observation and Flagging Coordination 3. Tarrant County Utility Petmit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 5 SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: 1. TxDOT Utility Crossing Permit 2. UPRR Utility Crossing Permit 3. Tarrant County Floodplain Development Permit 4. TRWD Utility Crossing Permit 5. Various Pipeline Crossings Clearances/Approvals 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 18, 2022. Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION TXDOT SC-7.02., "Coordination" UIR — UTILITY CROSSING PERMIT — RM2871 DECEMBER 2022 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 Tarrant County Project Inspection Inspection -Roadway & Drainage SC-8.01, "Communications to Contractor" NONE SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Preeti KC, PE or his/her successor pursuant to written notification from the Director of Chris Harder, PE. SC-13.03C., "Tests and Inspections" Union Pacific Railroad will require Track and Ground Monitoring See Appendix GC-6.09 SC-16.01C.1, "Methods and Procedures" NONE END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 SECTION 01 11 00 SUMMARY OF WORK PART 1- GENERAL 1.1 SUMMARY 011100-1 SUMMARY OF WORK Page 1 of 3 A. Section Includes: 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WOWI 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WALNUT CIt I$FK SS INTERCEPTOR EXTENSION - PIIASE 1 CITY PROJECT NO: 103414-1 011100-2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public 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. (Try OF FORT \\'(>I(TTI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 011100-3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PART3- PRODUCTS [NOT USED] EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE ('11 Y OF FORD WORII I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 WALNUT CREEK SS INTERCEPTOR EXTENSION PIIASE I CITY PROJECT NO: 103414-1 SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY 012500-1 SUBSTITUTION PROCEDURES Page 1 of 4 A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY or FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INPIi12CIiPTOR EXTENSION -- I'I IASE 1 CITY PROJECT NO: 103414-1 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. CITY OF FORT\VORIII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION - PI IASIi I CITY PROJECT NO: 103414-1 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. 5. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log NAME SUMMARY OF CHANGE DATE Cfl'1' OF PORT WOR III STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION - PI IASE I CITY PROJECT NO: 103414-1 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended _ Recommended as noted Firm Not recommended _Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 WALNUT CREEK SS IN T'.RClil' IOR EXTENSION - PHASE I CITY PROJECT NO: 103414-I SECTION 0131 19 PRECONSTRUCTION MEETING PART1- GENERAL 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 1.1 SUMMARY A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. 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 I. 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. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OE EORI WORI1I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-I 013119-2 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 01 32 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 I. 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. M/WBE or MBE/SBE procedures hh Final Acceptance ii. Final Payment B. Questions or Comments CITY OF FORT WOR'111 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 WALNUT CREEK SS INTE RCIiI'TOIt ExTIiNSiON - PHASE 1 CITY PROJECT NO: 103414-1 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PART3- PRODUCTS [NOT USED] EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE ant or E012T \VORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 WALNUT CREEK SS INTERCEPTOR RCEPTOIt EXTENSION- PIIAS1i 1 CITY PROJECT NO: 103414-1 SECTION 01 31 20 PROJECT MEETINGS PART1- GENERAL 013120-1 PROJECT MEETINGS Page I of 3 1.1 SUMMARY A. Section Includes: 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 I. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 013120-2 PROJECT MEETINGS Page of a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules I. Review submittal schedules k. Maintenance of quality standards I. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request CITY OF FOR WOR'IT I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CRIliK SS INTI'.RciirrOIt EXTENSION - PHASE I CITY PROJECT NO: 103414-1 013120-3 PROJECT MEETINGS Page 3 oil p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WOIt i 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTER('EPTOIt EXTENSION IiNSION — PI IASP 1 CITY PROJECT NO: 103414-1 1 2 3 PART 1- GENERAL 01 32 16 -1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 SECTION 01 32 16 CONSTRUCTION SCHEDULE 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 FOIt'I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 VIALN(!T CREEK SS IN'I'I!IWIT 1OR EX I ENSIGN - PHASE I CITY PROJECT NO: 103414-1 01 32 16 -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 cm' OF PORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 WALNUT CItEIiK SS INTERCEPTOR EXTENSION - PI IASIi I CITY PROJECT NO: 103414-1 01 32 16 -3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 1 The City develops and maintains a Master Project Schedule for the project. The 2 Contractor develops a Baseline Schedule and maintains the schedule of their 3 respective scope of work on the project at a level of detail (generally Level 3) and in 4 alignment with the WBS structure in Section 1.4.H as agreed by the Project 5 Manager. The Contractor issues to the City, updates of their respective schedule 6 (Progress Schedule) at the end of each month throughout the life of their work 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 01 32 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. urns OF FOR T \\'OR'ril STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13,2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 01 3216 -4 CONSTRUCTIONPROGRESS SCHEDULE Page 4 of 10 1 1. Schedule Framework - The schedule will be based on the defined scope of work 2 and follow the (Critical Path Methodology) CPM method. The Contractor's 3 schedule will align with the requirements of this specification and will be cost 4 loaded to reflect their plan for execution. Compliance with cost loading can be 5 provided with traditional cost loading of line items OR a projected cost per 6 month for the project when the initial schedule is submitted, updated on a 7 quarterly basis is significant change is anticipated. Overall schedule duration 8 will align with the contractual requirements for the respective scope of work and be 9 reflected in City's Master Project Schedule. The Project Number and Name of the 10 Project is required on each schedule and must match the City's project data, 11 12 E. Schedule File Name 13 All schedules submitted to the City for a project will have a file name that begins with 14 the City's project number followed by the name of the project followed by baseline (if 15 a baseline schedule) or the year and month (if a progress schedule), as shown below. 16 17 • Baseline Schedule File Name 18 Format: City Project Number_ ProjectName_Baseline 19 Example: 101376_North Montgomery Street HMAC_Baseline 20 21 • Progress Schedule File Name 22 Format: City Project Number_ Project Name_YYYY-MM 23 Example: 101376_North Montgomery Street HMAC_2018_01 24 25 • Project Schedule Progress Narrative File Name 26 Format: City Project Number_Project Name_PN_YYYY-MM 27 Example: 101376_North Montgomery Street HMAC_PN_2018_01 28 29 F. Schedule Templates 30 The Contractor will utilize the relevant sections from the City's templates provided in 31 the City's document management system as the basis for creating their respective 32 project schedule. Specifically, the Contractor's schedule will align with the layout of 33 the Construction section. The templates are identified by type of project as noted 34 below. 35 • Arterials 36 • Aviation 37 • Neighborhood Streets 38 • Sidewalks (later) 39 • Quiet Zones (later) 40 • Street Lights (later) 41 • Intersection Improvements (later) 42 • Parks 43 • Storm water 44 • Street Maintenance 45 • Traffic 46 • Water 47 48 G. Schedule Calendar (Try OF FORT WOR 111 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 WALNUT CREEK SS IN LERCIiH'FOR EX I ENSION - PHASE 1 CITY PROJECT NO: 103414-1 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 eight standard holidays (New Years, Martin 3 Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, 4 Christmas) The Contractor will establish a schedule calendar as part of the schedule 5 development process and provide to the Project Control Specialist as part of the basis 6 for their schedule. Variations between the City's calendar and the Contractor's 7 calendar must be resolved prior to the City's acceptance of their Baseline project 8 schedule. 9 10 I4. 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.Hbelow. 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 1.4.1 below. Contractor will include additional milestones 28 representing intermediate deliverables as required to accurately reflect their 29 scope of work. 30 31 1. 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 PORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — 1'I IASE 1 CITY PROJECT NO: 103414-1 01 3216 -6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 1 review and acceptance as described in Section 1.5 below. Updated baseline schedules 2 adhere to the following: 3 4 1. Time extensions associated with approved contract modifications are limited to the 5 actual amount of time the project activities are anticipated to be delayed, unless 6 otherwise approved by the Program Manager. 7 8 2. The re-baselined schedule is submitted by the Contractor within ten workdays after 9 the date of receipt of the approved Change Order. 10 11 3. The changes in logic or durations approved by the City are used to analyze the impact 12 of the change and is included in the Change Order The coding for a new activity(s) 13 added to the schedule for the Change Order includes the Change Order number in the 14 Activity ID. Use as many activities as needed to accurately show the work of the 15 Change Order Revisions to the baseline schedule are not effective until accepted by 16 the City. 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 K City's Work Breakdown Structure WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design 30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) 30.30 Preliminary Design (60%) 30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements 40.10 ROW Negotiations 40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction .80.81 Bid and Award XXXXXX.80.83 XXXXXX.80.85 700XXX.80.86 Construction Execution Inspection Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure 43 L. City's Standard Milestones 44 The following milestone activities (i.e., important events on a project that mark critical 45 points in time) are of particular interest to the City and must be reflected in the project 46 schedule for all phases of work. 47 C11'1' OP (oat WOIt11I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13,2021 WALNUT CREEK SS INTERCEPTOR EXTENSION— I'IIASIi I CITY PROJECT NO: 103414-1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Activity ID Design 3020 3040 3100 3120 01 32 16 -7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 Activity Name Award Design Agreement Issue Notice to Proceed - Design Engineer Design Kick-off Meeting 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 1.4 SUBMITTALS A. Schedule Submittal & Review The City's Project Manager is responsible for reviews and acceptance of the Contractor's schedule. The City's Project Control Specialist is responsible for ensuring alignment of the Contractor's baseline and progress schedules with the Master Project Schedule as support to the City's Project Manager. The City reviews and accepts or rejects the schedule within ten workdays of Contractor's submittal. CITY OF FORT \\'ORII1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13,2021 VVAI.NUf citIIiK SS INTERCEPTOR ERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 01 32 16 -8 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 1 1. Schedule Format 2 The Contractor will submit each schedule in two electronic forms, one in native file 3 format (.xer, .xml, .mpx) and the second in a pdf format, in the City's document 4 management system in the location dedicated for this purpose and identified by the 5 Project Manager In the event the Contractor does not use Primavera P6 or MS 6 Project for scheduling purposes, the schedule information must be submitted in .xls or 7 .xlsx format in compliance with the sample layout (See Specification 01 32 16.1 8 Construction Project Schedule Baseline Example), including activity predecessors, 9 successors and total float. 10 11 2. Initial & Baseline Schedule 12 The Contractor will develop their schedule for their scope of work and submit their 13 initial schedule in electronic form (in the file formats noted above), in the City's 14 document management system in the location dedicated for this purpose at least 5 15 working days prior to Pre Construction Meeting. 16 17 The City's Project Manager and Project Control Specialist review this initial schedule 18 to determine alignment with the City's Master Project Schedule, including format & 19 WBS structure. Following the City's review, feedback is provided to the Contractor 20 for their use in finalizing their initial schedule and issuing (within five workdays) their 21 Baseline Schedule for final review and acceptance by the City. 22 23 3. Progress Schedule 24 The Contractor will update and issue their project schedule (Progress Schedule) by the 25 last day of each month throughout the life of their work on the project The Progress 26 Schedule is submitted in electronic form as noted above, in the City's document 27 management system in the location dedicated for this purpose. 28 ' 29 The City's Project Control team reviews each Progress Schedule for data and 30 information that support the assessment of the update to the schedule. In the event 31 data or information is missing or incomplete, the Project Controls Specialist 32 communicates directly with the Contractor's scheduler for providing same. The 33 Contractor re -submits the corrected Progress Schedule within 5 workdays, following 34 the submittal process noted above. The City's Project Manager and Project Control 35 Specialist review the Contractor's progress schedule for acceptance and to monitor 36 performance and progress. 37 38 The following list of items are required to ensure proper status information is 39 contained in the Progress Schedule. 40 • Baseline Start date 41 • Baseline Finish Date 42 • % Complete 43 • Float 44 • Activity Logic (dependencies) 45 • Critical Path 46 • Activities added or deleted 47 • Expected Baseline Finish date 48 • Variance to the Baseline Finish Date 49 CIIA' OI FORT AVOR711 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 VA'ALNOI CREEK SS IN fERCEVIOR Ii)1 1iNSION — PHASE I CITY PROJECT NO: 103414-1 01 32 16 -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 01 32 16.3 Construction Project Schedule Progress Narrative. The content 6 of the Construction Project Schedule Progress Narrative should be concise and complete 7 to include only changes delays, and anticipated problems. 8 9 C. Submittal Process 10 • Schedules and Monthly Construction Status Reports are submitted in in the City's 11 document management system in the location dedicated for this purpose. 12 • Once the project has been completed and Final Acceptance has been issued by the 13 City, no further progress schedules or construction status reports are required from 14 the Contractor. 15 1. 16 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.6 CLOSEOUT SUBMITTALS [NOT USED] 18 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.8 QUALITY ASSURANCE 20 A. The person preparing and revising the construction Progress Schedule shall be 21 experienced in the preparation of schedules of similar complexity. 22 B. Schedule and supporting documents addressed in this Specification shall be prepared, 23 updated and revised to accurately reflect the performance of the construction. 24 C. Contractor is responsible for the quality of all submittals in this section meeting the 25 standard of care for the construction industry for similar projects. 26 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.10 FIELD [SI IL] CONDITIONS [NOT USED] 28 1.11 WARRANTY [NOT USED] 29 1.12 ATTACHMENTS 30 Spec 01 32 16.1 Construction Project Schedule Baseline Example 31 Spec 01 32 16.2 Construction Project Schedule Progress Example 32 Spec 01 32 16.3 Construction Project Schedule Progress Narrative 33 CITY OF FORT WOK FII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13 2021 WALNIIT CREEK SS IN rER(FU'TOIt ExIiNSION - MIASIi 1 CITY PROJECT NO: 103414-1 1 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION [NOT USED] 4 END OF SECTION 5 01 32 16 -10 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 Revision Log DATE NAME SUMMARY OFCHANCT 8/13/2021 Michael Owen Revised to update specifications. specification requirements and eliminate duplicate schedule CITY OF FORT \VOR731 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13 2021 WALNUT CREEK SS INTERCEPTOR EX I ENSION— 1'I IASE 1 CITY PROJECT NO: 103414-1 1 2 01 32 16.1 CONSTRUCTIONPROGRESS SCHEDULE —BASELINE EXAMPLE Page 1 of5 SECTION 01 32 16.1 CONSTRUCTION SCHEDULE — BASELINE EXAMPLE 3 PART 1 - GENERAL 4 The following is an example of a Contractor's project schedule that illustrates the data and 5 expectation for schedule content depicting the baseline for the project This version of the 6 schedule is referred to as a "baseline" schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a baseline schedule. See CFW 8 Specification 01 32 16 Construction Schedule for details and requirements regarding the 9 Contractor's project schedule. 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 CI IN OF PORT WOR Il I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION— I'I IASE I CITY PROJECT NO: 103414-1 01 3216.1 CONSTRUCTION PROGRESS SCHEDULE —BASELINE EXAMPLE Page2of5 IN illi•011 PP 1 Project ID: CIP-01 B Icr 1; a •} Q1 ii C] EE tp - QI C3 Ai • 4-1 0. s 1� 11 O. 10 1.1 (1 A • 1 ✓ 14) 1111 b L r1 u 0 9 c a9 C c a' el N F 1- 111 o, c v Ln , o43 ik cam) is' i 0 cc o E• LI H 1L n g � o T L o 1 Iv gi 6 Li a cEs -o n • i 1 i I I I i • 1-._._.....$..-•-•---•-4-•--•- -- - ._ . _._.... • 1 • I • i I 1 • .l. _ ._._.... 1._._._..J--..... • u• SOO _j_•_._•• •T • r•1 •_., • 1 1 1 I Al a ! • dl I) La .1 a Li :a 171 1 ! 1•) •1 --....--•-•- r • • •1 1 .. ...... ear."' 1..1 1 •1 1- II 1, .1 •. 1 1 1 1 1-1 u u 1-1 1:a L.1 ▪ ' ^ '7 W 1-' 1� 1� u u • • ' 1 i I 1 .......... r..._....... _. •......-t---•--..._ ol.•_ I 1 • 1 ... • 1 •_ . ._..._ 1•._. ...... l• ._ 1 1 $ 1i -4 I •.. 1 1 1 • ea' et i ._... _i.._....... i.._ 1.i Li w 1: (1) I:I. 1-I:1:'0 u :.) 0 1..1 0 u C] C 11 OP TLCD VI 11 (•1 *4 ILI 11 11.1 112 12 0 0 U u U :.i :i [-1 u u 1J u 1-.1 CI u Ia 1-, O Li 1-a u U L 2 a u U u u /-1 r• 1•> y ca .- .-• CI r+) •i Ir) W I. w to • • .- t4 r+, •t U1 10 CO 1- u) u1 u .• .-- !, N N 4 -, .J 1a N sa ,a .a .a Ia ,a .(i •- - ._ •_. 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T 2 i 0 2 u 1) a1 0 474 r 471 0 ;1 2 2 0 0 O1 r J. ss 3D s 0 4 b . 9 r 0 n t) m o. 01 3216.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page4of5 1 ce 2 (1 U stis 42 0.6 To U + , • • . • 6 i i ('FFY OF FORT WORTl1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PIIASI. 1 CITY PROJECT NO: 103414-1 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE— BASELINE EXAMPLE Page 5 of 5 1 END OF SECTION 2 3 4 5 6 Revision Log NAME SUMMARY OF CHANGE DATE July 20, 2018 M. Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification Cfl'y OF PORT WORTI1 STANDARD CONSTRUCTION SPEC'IFIC'ATION DOCUMENTS Revised August 13, 2021 WALNUT CREEK SS INI'1{R7EP'fOlt EXTENSION - PIIASIi 1 CITY PROJECT NO: 103414-1 1 2 01 3216.2 CONSTRUCTION PROGRESS SCHEDULE —PROGRESS EXAMPLE Page 1 of4 SECTION 01 32 16.2 CONSTRUCTION SCHEDULE - PROGRESS EXAMPLE 3 PART1— GENERAL 4 The following is an example of a Contractor's project schedule that illustrates the data and 5 expectation for schedule content depicting the progress for the project This version of the 6 schedule is referred to as a "progress" schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a progress schedule. See 8 CFW Specification 01 32 16 Construction Schedule for details and requirements regarding 9 the Contractor's project schedule. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 CITY OF FORT WORII1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 \YALNUI'CRE,EK SS INTERCEPTOR EXTENSION— PIIASE I CITY PROJECT NO: 103414-1 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE— PROGRESS EXAMPLE Page2of4 r 0 1 a Project ID: C -.•-•-- i i 1 1 r r r r 1 1 __1 1 1 1 ___ 1 1 1 1 _ 1_ I i•. _._.__.1_• I r.. _.._•Tu_..._•_•+_.. _.. _..1 T 1•7 I_._. _.•T •• 1 • •• I 1 1 1 1 I 1 1 , I 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I. - r ._.._.t.._...- - 1- - - i-- --- p•• -•-1-•--.►_._._.--a..._._--_t-••-••--r --i. — - -- 1- 1 1 1 1 1 1 1 1 1 1 1 1 1 t— .._.._.+......- - +--.._..{-- --- $ —I-•--•I-•-•-••-p-•-•----4-.._....-t --i -•- -- 1- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 t_ .i..._.._.i.. _..._. _.i_.._.._..i__ i _.�....... _..i_._._..i..._.._+_.._..__� J............. 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Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification CITY OF FORT \VORI'll STANDARD CONSTRUCTION SPECIFICATION DOC'1JMENTS Revised August 13, 2021 WALNUT CREEK SS INTERCEPTOR i R('LI''fOIt EXTENSION — I'I lASE 1 ('ITN' PROJECT NO: 103414-1 0132 16.3 —PROGRESS NARRATIVE Page 1 of 1 SECTION 01 32 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 changed in the reporting period. 1. 2. 3. 4. 5. 6. B. List any potential delays and provide mitigation actions 1. 2. 3. C. List any actual delays and provide recovery actions 1. 2. 3. CITY ()1: FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Page 1 of 1 WALNUT CREEK SS INLERCEI'TOR EXTENSION -- PIIASE 1 CITY PROJECT NO: 103414-1 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification I. 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 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] CITY OF PORT \YOR III STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 WALNUT CR1 IIK SS INTERCI:PT01( EXTENSION — PI IASE I CITY PROJECT NO: 103414-1 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log NAME SUMMARY OF CHANGE DATE CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 WALNUT CREEK SS INTER( IEV1OR EXTENSION - I'IIASE I CITY PROJECT NO: 103414-1 SECTION 01 33 00 SUBMITTALS PART1- GENERAL 1.1 SUMMARY 013300-1 SUBMITTALS Page 1 of 8 A. Section Includes: 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 1) 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 PORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WALNUT CREEK SS INfIiItCEPPOIt EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 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 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C-4th submission, etc.). A typical submittal number would be as follows: 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 I. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) "By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 ''A inches x 11 inches to 8 ''A inches x 1 linches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content I. The date of submission and the dates of any previous submissions CITY OF FORD WORT 1I STANDARD CONSTRUCTION SPECIFICATION DOC'LiMENTS Revised December 20, 2012 WALNUT CREEK SS INTERCEPTOR EXTENSION— PIIASL 1 CITY PROJECT NO: 103414-1 013300-3 SUBMITTALS Page of 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 I. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs ('Il v OF PORK \\Y)R'1'I I STANDARD CONSTRUCTION SPEC'IFIC'ATION DOCUMENTS Revised December 20, 2012 WALNUT CREEK SS INTERCEPTOR EXIIiNSION— I'IIASE 1 CITY PROJECT NO: 103414-1 013300-4 SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in Lieu of electronic distribution) (7TY( FORI WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WALNUT Cltl'.IiK SS INTERC ITTOR EXTENSION — PHASE I CITY PROJECT NO: 103414-1 013300-5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as' a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OP PORT WOWI11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 VYALNIff CREEK SS INTERCEPTOR EXTENSION - I'IIASE 1 CITY PROJECT NO: 103414-1 01 33 00 - 6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than l resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORD WOR E1I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WALNUT CREEK SS INl'IiRC1:PTOR EXTENSION -- Pl1ASE I CITY PROJECT NO: 103414-1 013300-7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 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. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] my OF FORT- "'own' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WALNUT CREEK SS INTERCEPTOR EXTENSION -- PHASE 1 CITY PROJECT NO: 103414-1 PART2- PART3- PRODUCTS [NOT USED] EXECUTION [NOT USED] END OF SECTION 013300-8 SUBMITTALS Page 8 of 8 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF PORT WORT 1I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WALNUT CREEK SS INTERCEPTOR EX.FENS1ON - 1'11ASE 1 CITY PROJECT NO: 103414-1 SECTION 0135 13 SPECIAL PROJECT PROCEDURES PART 1- GENERAL 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 7 1.1 SUMMARY A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Use of Explosives, Drop Weight, Etc. e. Water Department Notification f. Public Notification Prior to Beginning Construction g. Coordination with United States Army Corps of Engineers h. Coordination within Railroad permits areas i. Dust Control j. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 12 25 — Connection to Existing Water Mains 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) Additional Insurance 5) Insurance Certificates 6) Other requirements associated with general coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad from damage arising out of and/or from the construction of' the Project. 2. Railroad Flagmen a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 7 1) Measurement for this Item will be per working day. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for each working day that Railroad Flagmen are present at the Site. c. The price bid shall include: 1) Coordination for scheduling flagmen 2) Flagmen 3) Other requirements associated with Railroad 3. All other items a. Work associated with these Items is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination with the Texas Department of Transportation 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 01 35 13 -3 SPECIAL PROJECT PROCEDURES Page 3 of 7 a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of' the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. E. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 01 35 13 -4 SPECIAL PROJECT PROCEDURES Page4of7 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. F 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. £ Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. G. 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. H. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 01 35 13 -5 SPECIAL PROJECT PROCEDURES Page 5 of 7 f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were present on Site. I. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. J. Employee Parking 1. Provide parking for employees at locations approved by the City. 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 NAME SUMMARY OF CHANGE DATE 8/31/2012 D. Johnson 1.4.B — Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Pennit 3/11/2022 M Owen Remove references to Air Pollution watch Days and NCTCOG Clean construction Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 Date: CPN No.: 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Project Name: Mapsco Location: Limits of Construction: MEV Nina N THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 Data: EXHIBIT B FORT WORTH® DOE NO. XXXX Pr Mame: 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 7 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR M R. (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 CONTRACTOR WALNUT CREEK SS INTERCEPTOR EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 PART1- GENERAL 1.1 SUMMARY 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES 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 1. 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 WOICTII WALNUT CREEK SS INTERCEPTOR EXTENSION - I'IIASE 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-1 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 NAME SUMMARY OF CHANGE DATE 3!9l2020 D.V. Magafia Removed through the reference to Buzzsaw and City's document management noted that system. electronic submittals be uploaded CITY OF FOR 'f \\'OR 1 I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 WALNUT CREEK SS INTERCEPTOR EXTENSION - PIIASE I CITY PROJECT NO. 103414-1 01 50 00 - I TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification I. 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. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired (I l Y OF FORT wow!" I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION - PI IASE 1 CITY PROJECT NO: 103414-1 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control (TIN OF FORT WOR'Il1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 N'.4LNII1. CREEK SS INTER( RPfOR EXTENSION -- PI IASE 1 CITY PROJECT NO: 103414-1 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities Cf1Y Ol: FOI(T won!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 WALNUT CRRIiK SS INfLR('IiPTOR EXTENSION - PIIASE 1 CITY PROJECT NO: 103414-1 01 5000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log NAME SUMMARY OF CHANGE DATE CITY Ol: FORT \'ORill STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 WALNUT CREEK SS IN'l EI('EPTOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 01 55 26 -1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PARTI- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs 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 34 71 13 — Traffic Control 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 A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. Contractor shall minimize lane closures and impact to vehicular/pedestrian traffic. b. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. c. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. I) Allow minimum 10 working days for review of proposed Traffic Control. CITY or FORT \\'O (11I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 WALNUT CREEK SS INTC:RCIproit EXTENSION - PHASE 1 CITY PROJECT NO: 103414-1 01 55 26 -2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 2) A traffic control "Typical" published by City of Fort Worth, the Texas Manual Unified Traffic Control Devices (TMUTCD) or Texas Department of Transportation (TxDOT) can be used as an alternative to preparing project/site specific traffic control plan if the typical is applicable to the specific project/site. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. 1) Allow a minimum of 5 working days for permit review. 2) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Controlplans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1 In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2 Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's website. 1.5 SUBMITTALS [NOT USED] A. Submit all required documentation to City's Project Representative. CITY OF FORT \VORII I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION - PI IASE 1 CITY PROJECT NO: 103414-1 01 55 26 -3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOTUSED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SI 1'E] 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 CHANCF 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" if applicable to specific project/site. 1.4 F. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit Cll'y OF FORT WORFI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 WALNUT CREEK SS IN'1'ERCEP7Y)R EXTENSION - PHASE I CITY PROJECT NO: 103414-1 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 57 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 31 25 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF F(11(T WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE I CITY PROIEC'T NO: 103414-1 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXRI50000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 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 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review cm/ OF FORT WOR 11I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NAI Nt1T CREEK SS IN77?RCF.P7OR IIXTENSION — PIIASE I CITY. PROJECT NO: 103414-1 01 57 13 -3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PART3- PRODUCTS [NOT USED] EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WOR'fll STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR IixTENSION - PI IASIi I CITY PROJECT NO: 103414-1 SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SUMMARY 01 58 13 -1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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] PART2- PRODUCTS 2.1 OWNER -FURNISHED IOR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. (Iry OF PORT \\'OR'I'11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 WALNUT CREEK SS INTERCEPTOR li\IIENSION— PI IASE I CITY PROJECT NO: 103414-1 015813-2 TEMPORARY PROJECT SIGN/WE Page 2 of 3 B. Materials 1. Sign a. Constructed of %-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART - 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 loR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS IN EACH' IOR EX FENSION - PHASE I CITY PROJECT NO: I03414-I 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CI I V' OI' FORD AAK)Rfll STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 WALNUT CREEK SS INl7{RCIi1'POR EXTENSION - PI IASE I CITY PROJECT NO: 103414-1 SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1- GENERAL 01 60 00 PRODUCT REQUIREMENTS Page I of 2 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification I. 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 01 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FURL \VORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 VVA LNUT CREEK SS INTERCEPTOR EXTENSION PHASE 1 CITY PROJECT NO: 103414-1 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 NAME SUMMARY OF CHANGE DATE 10/12/12 D. Johnson Modified Location of City's Standard Product List 3/9/2020 D.V. Magafia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT N'ORF1l STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 WALNUT CREEK SS INftiRC'EI'TOIC EXTENSION - PHASE 1 CITI' PROJECT NO: 103414-1 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of4 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- 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: I. 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. CIl'\' OF FOR"1' won!' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUTCREEK SS INTERCEPTOR 1"',T11NSION- PI nSF" I CITY PROJECT NO: 103414-1 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control 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. c ITy OF FORT wOR I1I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION- PI IASE I CITY PROJECT NO: 103414-1 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD Loa] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OP FORT WORTH WALNUT CREEK SS INTERCEPTOR ERCEPTOR EXTENSION PI IASI: 1 STANDARD C'ONSTRUC'TION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-1 Revised July 1, 2011 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log NAME SUMMARY OF CHANGE DATE (Try Y OF FORT WORTH I'I I WALNUT ('ItliliK SS INTERCEPTOR EXTENSION - PI IASIi 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-1 Revised July 1, 2011 PART1- GENERAL 1.1 SUMMARY 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 3 SECTION 01 70 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 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE I CITY PROJECT NO: 103414-1 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 3 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 3 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 11l22/16 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 WALNUT CREEK SS INTERCEPTOR EXTENSION —PHASE 1 CITY PROJECT NO: 103414-1 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 I) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CfIY OF PORT WORRY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 WALNUT CREEK SS INTERCEPTOR EXTENSION - PIIASE I CITY PROJECT NO: I03414-1 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as -built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions I . Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survey —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01_ Attachment A_Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A. The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 00. B All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORII I 'EI'TOR EXTENSION - 1'I IASE 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-1 Revised February 14, 2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01— Attachment A — Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards) . 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CI l'\' OF FOR "IWORTTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 VVAI.N(1T CREEK SS INTERCEPTOR EXTENSION- PIIASE I CITY PROJECT NO: 103414-1 01 71 23 -4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable Cfl'\' OI: FORT WORT!! I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 WALNUT CREEK SS INTERCEPTOR EXTENSION - PIIASE. 1 CITY PROJECT NO: 103414-1 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire hydrants Valves (gate, butterfly, etc.) Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves 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] a) b) c) d) e) fl g) h) i) 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2 A. - PRODUCTS A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) CITY OF FOR "IWOR 111 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14,2018 WALNUT CREEK SS IN'I'IiR('EI''IOR EXTENSION - i'IIASIi I CITY PROJECT NO: 103414-I 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 3.1 INSTALLERS A. Tolerances: 1. The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.1ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.1.A. 2. Vertical locations shall be established from a pre -established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CI IN OI, FOR f WOR I'I I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 WALNUT CREEK SS INTERCEPTOR EXTENSION - PIIASti 1 CITY PROJECT NO: 103414-1 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A. If the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD Ion] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3' party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 WALNUT CRIiEK SS INTERCEPTOR EKIENSION - I'I IASE I CITY PROJECT NO: 103414-I 01 71 23 -8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 8/31/2017 M. Owen Added instruction and modified measurement & payment under 1.2; added definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. 2/14/2018 M Owen Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 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 PORT WORII I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 WAI.NDI CREEK SS INTERCEPTOR EXTENSION - PI IASE I CITY PROJECT NO: 103414-1 FORT WORTH® Section 01 71 23.01 - Attachment A Survey Staking Standards February 2017 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 22 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 22 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utilit Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS ,; [' POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE ALL PAVING PROPERTY SURVEY INCLUDING CONTROL CORNERS, CURB, POINTS, RIGHT-OF-WAYS, SIDEWALK, BENCHMARKS, BUILDING AND CORNERS PINK SANITARY SEWER PURPLE IRRIGATION AND RECLAIMED WATER III. Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden (2"x2" min. square preferred) 6" tall Hub Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water -based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 22 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for 'Zoning Maps'. Under 'Layers' , expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc -second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. 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 anything that needs vertical grading with a tolerance of 0.25' or Tess is allowed. D. Control Points Set I. 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. II. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. — If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O C. Geoid model used, Example: GEOID12A O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Projected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert_Conformal_Conic False_Easting: 1968500.00000000 False_Northing: 6561666.66666667 Central Meridian: Standard Parallel 1: Standard Parallel 2: Latitude_Of_Origin: -98.50000000 32.13333333 33.96666667 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 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 22 File 2: C1234_As-built of Water on Main Street_Proiect Specific Datum.csv Example Control Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div O1\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 22 \</z C� m r; _ J z w D 0 1016 C C7l z 1 W CP #1 z 0 w EL— 100.0D' W czt z 0 0 C_) N=5000.00 E=5000,00 V. Water Staking Standards 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 7 of 22 A. Centerline Staking — Straight Line Tangents 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 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 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 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 Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes 0:\Specs-Stds Governance Proces \Temporary Spec Files\Cap'tal Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 7'0/SSW/L 7 It 0 0 z W J LL. 0 0-3.62 7' 0/S w/Lir STA=1+72.81 1017 EL— 101.161 (SIDE FACING OFFSET DISTANCE 0 O 2 < Z mta. W 0 v L 0 W Z Z Zrly La-r 0 C- 3.81 0 L F -'- V) — 'mot) IDENTIFIES TOP OF PIPE u torts 1 O 1- O a U V7 J J 03 LJ Q: O J m 0 Z 1 a d m- o � 0 V I-- ow J ZOV' W O MLA J o ;: 3 , tlt 2 m v- Z VI. Sanitary Sewer Staking 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 9 of 22 A. Centerline Staking — Straight Line Tangents 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 If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes 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 111. 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 (SIDE F&CIhG CO 21 0/5 ¶, 33 Example Sanitary Sewer Stakes ( 7`.:10/s % SS STA-3+7P LL r_I W J I:u STA=3+7'1n 4 w c-315a az �0 III 0 tl2'; ss 11'! 10E171F1ES HAM H0LE I �Z c-4f 11 a c-oa 1I<i_it) Ih' 0...4o. ti I A I I0N1N l� i c-sa i r ( .sJ a I� w�=5 LE - - EarT` u"6 a )‘hi � )tiF101$}�' .Ccc 2 S, cy. Vl 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 11 of 22 VII. Storm Sewer & Inlet Staking A. Centerline Staking — Straight Line Tangents 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 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 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 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 22 BACK (SIDE FMCIt4C R.O.W.) Rata#' I! » HUB n r•'A11rn Ii#)i co li 111 Example Storm Inlet Stakes FRONT (SIDE FACING 4j) NO FLAGGING REQUIRED Ill LIEU i F PINI< FAINTED LATH IDENTIFIES V1-II(1-1 END OF THE 111N6 BEING STN(ED INLET STATION OF NOTED ON PLANS) IDEN TIFlES GRACC TO TOT' it CLJF:B IDENTIFIES ()FADE TO FLOY#UNE HUB 'Niel TH TACK ch._ L BACK CF CURB FL{YhtINE • � ••. PANG" •. . DISTANCES FOR INLETS STANDARD 10' — 10' RECESSED 10d — 201 STANDARD DOUBLE 10' — 26.6i RECESSED DOUBLE 10' — 30.61 FACE CIF INLET EDGE OF PAVD.1EHT EDGE OF Fes:OE 1ENT BACK {SOE FAONC R.aw.) ROOT It HUB E1.EVAl1OH FRONT (SIDE FACING Q) i 2 m IC'EN11FlES \'11-IICN END it THE '111NG 1 BONG STAKED Tit an IS 0I BACK OF CURB ;' ; •' FACE OF INLET FLDW1JNE EDGE OF PAI'EMENT EDGE Cf PAW MENT 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 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 FRONT (SIDE FACING Q) BACK (SIDE FACING R.O,Y/.) 0 0 POINT # HUB ELEVATION WI. Example Curb & Gutter Stakes FRONT IDEF11RES OFFSET Is TO owl( er CURB OR Flc FCR FIOX OF CUFB r ICQITIF1ES CSkAOE IS �T) TCG TOP •7F CVF9 11 I BACK OF CIJRB (SIDE FACING ct) IDENTIFIES STA.P.1 PPIIT r,F JRYA°,TURF Idl7 FLAG': II-t1G REQUIRED Ill LIEU OF FINK FAINTED LAIH FACE OF CURB FLO V''LI 11 E EDGE OF PAVEMENT 0 0 BIc FRONT (SIDE FACING .) NZ' BRIE 0 RAPIVS POIIIT$ C FRONT IDENnFlfi2 END (SDE FACING I) POINT OF TAl10ENT co U rti O I II i 1 1 /1 I C ,�. !) 1 11 `� / / 1 `es(&/)s / / 1 1 II -�---- _ r/ / / // / I // Jf r / _ _ 1 — / J - —� f Example Curb & Gutter Stakes at Intersection 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 15 of 22 w - H a F r Y CO 0 Cs (SIDE FACING v a I • a: 50' MAX. DISTAUCE I'0' cc gay C/ S '$TA-21 60 D rlcn 80 ▪ w In 0K z � to W � JJ prfic▪ IDI u_ �a -" I - FFLU (A sd1 '� 1 / 1-1 t9 < 50' MAX. DISTANCE / 7 l:lhYlcln xvn ,rr_ t 01 vw�t ]Y faI11 um JO NWVO eanD 3o Nade I-vc0 I'I 176 :'7wuy 1 t2 - 01 C" ti47 O C 2 w :�1111E1] 'W11 .00 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 16 of 22 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Date: Standard City Cut Sheet Staking Method: LOCATION: ❑ TOTAL ❑ GPS STATION City Project Number: Project Name: ❑ OTHER CONSULTANT/CONTRACTOR SURVEY CREW INITIALS NLESS OTHERWISE NOTED. AV..- V .. rt 4..v r...r . v . -- - - -.. -- - - - - - - 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\01 71 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 N. As -built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub -outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND" to notify the City. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 9a62•1 altsRPos+Y i MY °M t* 193T.ed 'd-ASit rice 17V111W 1100X d3!! N313S hyll'WYS ON/ 1131rY T 53 4 iL t Lo Li la i fa rti 3 it OP � [, p. F[ e 6 ki„C` g iE (e L;�jq iv. I " ( to ',lc s�`'' g!' E!t_i e t1i il!irlii assiams...„ ypj$ 3 "I II 1 a 1 PI a D ;L e Ca 4.. .6 V15 ; 3Nl7-HaA•17 rtg /• / S O t l r ri K L +..t.-.. �/• - — 1_ 6 YT - ?rTiii .!� — - o� f r w 1= 1i I 11 '� fits i -I__. la" `'. Its h-- 4 7.-7!/1/ -;—re E 1 E 3 1 t• __ . -%IrrvraW rc . .I ----dwgLr Lim =! i f,:l ..i I//�}Y ;31 ice- JTT :r.L4 k7 i rT r l 1 g J- t.r1 In (6 -St/ 'S —Ur/ 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 20 of 22 STA 0,90D0 - /2'WL 6V.CIA'T Y Rai • STA 0-4A0 -12WL (FUND Eft r GIN MP. ItWATER WSTAL1, HZ i 1 l0 5IZTEE HOR11. FEND • E. V111E BUC 6 Ulf 2 3aad KW1 i)1 WI -al urn rllm nil,»hs LV •s.• OU•Ssrlt RUNE EXIST. /Z WATER r.P.'14 ',ray N4947/65.3930 ELEV. 750.42 STA 0.57E0 - IZWL (FLOYD CFO REMXE & SALVAGE EXIST. DATE VALVE & ICDVCCR CONNECT TO EXIST.8'WATER INSTAl1 1-12' MUD SLEEVE I- It X B REDUCER F 12'CAT£ VALVE h'-6947O9523104U 2' ) E-fs19:i37/19-1 STA 0.280V - 12Ws. INSTALL I.12'45VERT. BEND h-69470815125 E•9)517.3170 �,ma, CP. •l3 'X'CUT Nf4A113A9700 E•2296305.9700 ELEV. 72530 STA 0t15 • NWL INSTALL I-!2X 6'AMYKb? TEE tCTWE VALVE- 1- FIRE If/01W !lLF 9lfARNT LEAD l I20ATE VALVE 8 6947630D239 E 2362892.35E 0 ,F Wttirl •/fir S7CV•:.i n V. Ion W x11 NW 1A1 R £h.'t Ns, A ,n• 0X41L'a AWN IN. TOW '2 — f!Cnnn1rs ilsiian er ea ws ratte r SR//SIf rent l.a r 7_CT i I2 WATER t� � \is.N V r( 4� T�^ i1. • •4 n - RE&&VE & SALVAGE EXIST WE VANE 5TA O•J250 - /2' W INSTALL I- IT 4SVFRT . REND N-6947077.4894 E-2295353772 STA. D-ODt - 1T WL (FLOID L INSTAL!, I-121L» SOLID SLEEVE 'J' IF OF 12WATER PIPE CONNECT TO EAST. It WATER N•69171159'1.19 F-fl$ IO41CT36 (DT A 49�3 Cab Coale &tii.rvl Kr,n ray ova at 119.- u&c x2M STA. 0.5759-12'W INSTALL 1- 12' 45'VERT. BEAD •Y•6947055,5997 E-r C30318/3 L•371M El. 6' SE— J 4 .4 SMA S7A 0058 - 12 W INSTALL, I-12 45'VERT. BEND 1/•69C052 653 E•22963211.37U op 4' N PROPOSED SANITARY Si SEE SHF_F_T P 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 21 of 22 r 9Z62•X W1 :PP:01 ;3Y if Nel Off 0 U.5' /L'J 11115.41 ! :4 1.7flW O) 110/13,20 3d d34.35 ,15Y1/1YS O.AY N31YA'. y • 4 V 3N17 SS_'d0dd 09•0 V_S 31117 HalVI•I .any Ftgo�t+ kJ lU 02 i1 a i lU • s a I1 %5i0'c':1s 3N17 1-IJ1ViY • ti �I_ •'' airs- alJ i5 wi• ►�Js LS.r+ : • / 1 / In -\ L-- J .11 1 i; 'i • Jul 1 j.-. • lir+^ a it: I.1 . 310/11-0 1.-Dog-St/ V• X✓F.J I.L✓ ✓IIA✓ I,LJ '.., , ad.l...l. r , vVl.✓✓ X . 1.,..r./v, ILA 7 ✓lA {-. I. . .rte. ✓ SI. aA r,al= 7 23.16.01_Attachment A_Survey Staking Standards.docx Page 22 of 22 7 BLK 29 LOT 305 aro RI Kral Kam 4'SAmIfAT' SEWER SER/PX W/ CLEMOUT U &Naar/ LAYTON RD. W. CO 47 wt/r.lr/ .M t CUTTER �__ O:\Spec Y!& tibt 0 /2' WATER LGT 3 37c7 Ei'm Fd V.Faltrod% G'M!orrne /. LZJ47t73 • U&e Fr.77 Vega LINE A - L-3654 0 CO -Q (MYXy Esadl S'Asi 1' 2iu% uM t'ctc STAI-&J3—SSS UNE A - EXIST. STAO00.L JI(I - EXIST. STA1'7Q.L--3551 REAKNE EXISr.SSYH °INSTRUCT 5 IF Of IT SS UNE CONST.1 CIA SSW IMCUJ(E CAIV.CO(L14 & MN INSERT W/ CORROSION PROTECTAW Mar PROP. If SS mm COtW£CT PROP. LT• SS (NE&S W1 TO PRA^.SS1/1l. N-69468(5F?5P E-2.n61 59?i/ —8.•--e•- .L:r of REWVE EXIST. 8' SAW. SEWER OA*, 3704 flit. (V W. Fore rat Cac a (4' $ Vd 0676 Pp 309 • • iQ • W I - LIJ )i • it • v. • 0 • 0 w) • I-- P • V I Q • • 4 CITY MAP NO.2018 380, 2018-3 MAPSCO PAGE NO.74N, S, T, Vt _ _ _ '_ _--_---_======_= == - —r.. ==— =&— iL'= a laS -- as ;• :�.=i= �• Sri= ati• atom:=as- -• . ., s=a= —SC =NM LEIS t=c --�--• —==:=sot. imiam = _— 4-.-.i �—. Nal __- _==--==m —= t=an is' 7• ---=— —�.— •nu. • I7•= — .- 77-- ---S— =_=____ _ = ----- —_-- a- ---1^= it .CL,�3• ..:..(�_ [= 0.4.717.r = 7 a= _ --—.-- _ --___ t —e _-__—e --- t�—��_ -_ - _3::.Sara a �:� � = __= , . === :_c---_.`_ -mac— —c— as -- SS ..=.-ur:^�r•—�----- 8111111 —=--- -�.--- — --_ a:i -------1=—_ :-•J- t— =L —7= — _.a..—_r�!=-.-C—, ------ .=1•.G.n-i__-- a._ -- se ---_ ----� �.�- ..� ^.-3 _--__ _ --=_o oo=�to=e --- =rr;=s—==--- ---------7=-- ms.---- --- ---stet!=--- c—=tTsm----=MII 7 a'1 7 74 =--a• or �_ ACC- •_me a alma ..-C ----___ —= --------�•--�— -..... ---—_----;-----=--.— ----•----------- a-----_ —_--_ t'-a====--_ --_._.-------as —_—_—_- _----i= — - L•amain —.-- 2400 100 6 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 23 1\0171 Obviously the .csv or .txt 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. PO4N I NO. NORTHING FASTING 1 6946257.189 2 6946260.893 3 6946307.399 4 6946220.5R7 5 6946195.23 6 6946190.528 / 6946136.012 8 6946002.267 9 6946003.056 10 6945984.677 11 6945986.473 12 6945895.077 13 6945896.591 14 6945934.286 15 6945936.727 16 6945835.678 1/ 694581/.488 18 6945759.776 19 6945768.563 20 6945743.318 21 6945723.219 22 6945682.21 23 6945621.902 24 6945643.407 25 6945571.059 26 6945539.498 27 6945519.834 28 6945417.879 29 6945456.557 30 6945387.356 31 6945370.688 32 6945383.53 33 6945321.228 34 6945319.165 35 6945242.289 36 6945233.624 37 6945206.483 38 6945142.015 39 6945113.445 40 6945049.02 41 6945041.024 42 6945038.878 43 6945006.397 44 6944944.782 45 6944943.432 46 6944860.416 2296079.165 2296062.141 2296038.306 2296011.025 2296015.116 2296022.721 2295992.115 2295919.133 2295933.418 2295880.52 2295869.892 2295860.962 2295862.188 2295841.925 2295830.441 2295799.707 229582 /.011 2295758.643 2295778.424 2295788.392 2295754.394 2295744.22 2295669.471 2295736.01 2295655.195 2295667.803 2295619.49 2295580.27 2295643.145 2295597.101 2295606.793 2295610.559 2295551.105 2295539.728 2295570.715 2295544.626 2295529.305 2295557.666 2295520.335 2295527.345 2295552.675 2295552.147 2295518.135 J295570.635 2295556.479 2295534.307 ELEV. LIESCRIP I ION 726.09 SSM 1 RIM 725.668 GV RIM 726.85 GV RIM 723.358 SSMH RIM 722.123 GV RIM 722.325 FH 719.448 WM RIM 713.331 WM RIM 713.652 CO RIM 711.662 SSMH RIM 710.046 WM RIM 707.72 WM RIM 708.205 WM RIM 709.467 WM RIM 710.084 CO RIM 707.774 SSMH RIM 708.392 SSMH RIM 711.218 SSMH RIM 710.086 GV RIM 710.631 GV RIM 712.849 GV RIM 716.686 WM RIM 723.76 WM RIM 719.737 CO RIM 727.514 SSMH RIM 729.123 VJM RIM 732.689 740.521 736.451 740.756 740.976 740.408 746.34 746.777 748.454 749.59 751.058 750.853 751.871 752.257 751.79 751.88 752.615 752.801 752.15E 752.986 WM RIM WM RIM CO RIM GV RIM GV RIM FII WM RIM CO RIM WM RIM SSMH RIM WM RIM WM RIM WM RIM SSMH RIM WM RIM WM RIM WM RIM WM RIM WM RIM SSMH RIM VFW -DIAL C oc 4--b ► rvfb--E s $Jktib,88 r- \", L" S crAmP Ct Any st,M-yo(` ,z.I hL O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 24 C. Other preferred as -built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 Cr :I"77��,, c. — c '.- n—. Cc C t o y 1 "rit n ' �l v z N 1 t F aon 1.1.1N V C ^ o 0 I c V iCOr• ^ '' ..'f 1' G Fire Hydrants CFS(Grii) CocricnctcJa.r,' No E aatim N:c232 7:3 _5`_ - t:0-232095LS6-A ruri=6;359791517 lit N /f n 1> • .1 r1 i 1 O. of '0 . �h I `1 `�. f> ell rJ A Ur 4• Lrl *I I Vi .r. •$ r n .O . C lb O. n f> (-I 11 el.._ r 11 1 , , 1.1 1 .Y Project Marne and Number- (Street Name) '1 •;i Y J. ` 1 h --Iepl Cl ze u q n .-i al : V V. •' . in II I r1 • • • -13 w GP3(Grr; C r dratcs TensNC 4202 I P 1L I G t• „ O ': W A 1 0. •1 11 G •I• : ':u. W ;f; o. °) G al Y. W �'I Si t •1 • 1 •; 1_ G 1,4 '•7 1.a Y rl I I 1$ 9 ,' 4l A i u • �' o �1 LI • G V 1O A l0 f I'1 •s i•l Js T) •3 , C_ G l 1' •� •!tJ •.).1t H •• h W .'r-• .1 I. •1 O. '3 0 L r 1 44�� a0 f �10 I• 1•• ~ uI 1(I i. !T. r, n{ O' T < f •11 •> ^ > L 1 I' • , a0 [a3 11 A W V In (.. fl ,> •� n t •I> .n •1 .z I W I �)le 't'711' M ,M A i. Sii`T N et. 11 1s G i. ✓1 i CI i'I> '• •• . O. 41 51 I N C r �; a> •11 N •I• elk ,1 J`A Li a.1 '-1 I 3. •>• • G 0> r M 11 W Lif f-. _ ti Metcr Boxe ' �r EV U. 1•t C c O 00 r-•• l'- • at • IA 1 Li il •• 777�rl H si M. VI, I • 1.1 0 V .fl q •• 1 .f1 E LLIA II V • ••887. N r 1dirt L % E .. U. y '7 ' <> as .n al I •fs t. air 01 • fl Ili aIs r . .I. • s `n `,1 CO IL1 .'J • V C 15 q 14 kJ (. .y = el J V • r« AI II GPS(Gric, C)o- dratcs'cxcs Sw a NC 4202 Valve Bcx Water Main 1 ,., O D) 1 •Il r r ,l vl ' h '1 �� Is i' ' III P �/ V W• f_ K II 11 11 n V LL w "4 t -� y 7 i- r_~ G i> 'n A W I'. o. �_ G a'• • I 1 u'Y , o. 5- G i> hh 841 a .`ai y L i• pi1 O. W v .. r' V • W I •i > ili JL „. G ::. <� u• u J• ii C .v ., [.J �n i 60 fr/'• ♦ •• •i m • ii r i '-. •.I y> �• et . 1 y1 ifj rl• r• ci .I. e♦ ;� lv 0. 1 en ••f N f- rl) 1.y 1 (/ •'s-•I .i .. 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 26 of 26 SECTION 0174 23 CLEANING PART 1- GENERAL 1.1 SUMMARY 017423-1 CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 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. (IVY OE FORT WORD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION - PI IASE 1 CITY PROJECT NO: 103414-1 017423-2 CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED boa] 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 Km] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORT!! WALNUT CREEK SS !NIT RCEPTOR EXTENSION — I'I IASE I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-1 Revised July 1,2011 017423-3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. 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. 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. urn' OF FORT WWII I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION IiNSION — I'I LASE I CITY PROJECT NO: 103414-1 017423-4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY Of POILT V1'OR'IlI WALNUT CREEK SS INTERCEPTOR EXTENSION— PIIASE 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-I Revised July 1,2011 SECTION 01 77 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 017719-1 CLOSEOUT REQUIREMENTS Page I of 3 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for fmal 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 PORT \VORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 WALNUT (REEK SS INTERCEPTOR EXTENSION- I'IIASE I CITY PROJECT NO: 103414-1 01 7719 -2 CLOSEOUT REQUIREMENTS Page 2 of 3 PART3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 01 78 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 0174 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. The Right-of-way shall be cleared of all construction materials, barricades, and temporary signage. 4. Upon completion of Work associated with the items listed in the City's written notice, inform the City that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 5. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation (Iry OF FORT WOR771 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 WALNUT CREEK SS INTERCEPTOR EXTI NSION - PI IASE I CITY PROJECT NO: 1034141 01 77 19 - 3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 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 CHANT'' 3/22/2021 M Owen 3.4 C. Added language to clarify and emphasize requirement to "Clearing ROW" CITY OF FORT WOR'I4l1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 WALNUT CREEK SS INTERCEPTOR EXTENSION — PIlASE I CITY PROJECT NO: 103414-1 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: I. 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 01 33 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'/ inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF PORT WORTWORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 WALNUT CREEK SS IN ElfeEI'TOR EXTENSION - PHASE I CITY PROJECT NO: 103414-1 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 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 b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORII1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WALNUT CItEIiK SS INTIiRCIi1'!OR EXTENSION - I'IIASE 1 CITY PROJECT NO: 103414-1 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of5 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 I) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings I) As installed color coded piping diagrams urn: OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WALNUT CREEK SS IN rI::RC'EPl'OR EXTENSION - PI IASE I CITY PROJECT NO: 103414-1 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1. Charts of valve tag numbers, with location and function of each valve 1. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITI' OF FORT WORTT 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WALNUT CREEK SS IMT?R(TiPTOR Iix!ENSION - PI IASIi I CITY PROJECT NO: 103414-1 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 PART 3- PRODUCTS [NOT USED] 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 Cf1Y of: FOIfl WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 WALNUT CREEK SS INTERCEPTOR EXTENSION ENSION - I'I IASI-' 1 CITY PROJECT NO: 103414-1 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. (11 \' OF FOICT \VOIt'I'11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION- PIIASIi 1 CITY PROJECT NO: 103414-1 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [AR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 VA'ALNIJT CREEK SS INTERCEPTOR EXTENSION— PIIASE 1 CITY PROJECT NO: 103414-1 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 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 lob set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Ca11 attention to the entry by a "cloud" drawn around the area or areas affected. e In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. I) Final physical arrangement is determined by the Contractor, subject to the City's approval 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 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. CITY OF FORT N'OR l f l STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTIiR('EP'fOR EXTENSION - III IASIi 1 CITY PROJECT NO: 103414-1 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log NAME SUMMARY OF CHANGE DATE CITY OP FOR \\'ORI'I1 STANDARD CONSTRUCTION SPEC'IPIC'ATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION - PI IASE 1 CITY' PROJECT NO: 103414-1 APPENDIX Index Pages for Standard Specifications - Division 33 - Utilities GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 Division 33 — Utilities Action Date Spec. No. Document Name Standard Drawing Reference Number 09/07/2018 33 0130 Sewer and Manhole Testing 03/11/2022 33 01 31 CCTV Inspection — Sanitary Sewer 03/11/2022 33 01 32 CCTV Inspection — Storm Drain 12/20/2012 12/20/2012 08/31/2012 33 03 10 33 04 10 Bypass Pumping of Existing Sewer Systems Joint Bonding and Electrical Isolation D140 - Electrical Bonding Across Flange Yob 08/31/2012 D141 - Electrical Bonding Across Valve f 08/31/2012 D142 - Thermite Brazed Connection Detail 08/31/2012 D143 - Bell and Spigot Bonding 1 08/31/2012 D144 - Bonded Joint -Lined Cylinder Pipe 08/31/2012 D145 - Mechanical Coupling Bonding 08/31/2012 D146 - Isolation Flange Assembly 12/20/2012 33 04 11 Corrosion Control Test Stations 1 08/31/2012 D147 - Flush Mounted Potential Test Station 08/31/2012 D148 - Flush Mounted Foreign Line Test Station 1 1 08/31/2012 D149 - Pole Mounted Test Station Assembly 1 08/31/2012 D150 - Flush Mounted Flange Insulation Test Station 08/31/2012 D151 - Flush Mounted Cased Crossing Test Station 12/20/2012 33 04 12 Magnesium Anode Cathodic Protection System 08/31/2012 D152 - Magnesium Anode Installation Test Station Standard Specification Reference Sheet City of Fort Worth Revised September 09, 2022 Page 1 of 10 Action Date Spec. No. Division 33 - Utilities Document Name Standard Drawing Reference Number 08/31/2012 D153 - Anode Installation Plan 1 08/31/2012 D154 - Permanent Reference Cell Electrode Installation 07/01/2011 08/31/2012 1 08/31/2012 33 04 30 Temporary Water Services D133 - Temporary Service Connection 02/06/2013 33 04 40 Cleaning and Acceptance Testing of Water Mains D134 - Intersection & Driveway Approach Crossing for Temporary Water Service 05/08/2013 D135 - Standard Cleaning Wye for Water Distribution Pipe 1 08/31/2012 D136 - Standard Cleaning Wye for Water Distribution Pipe (16- Inch and Larger) 03/11/2022 04/02/2021 33 04 50 33 05 10 Cleaning of Pipes Utility Trench Excavation, Embedment, and Backfill 12/01/2021 D001 - Acceptable Backfill 12/01/2021 D002 - Select Backfill 12/01/2021 D003 - Cement Stabilized Sand (CSS) Backfill 12/01/2021 D004 - Controlled Low Strength Material (CLSM) Backfill 12/01/2021 08/31/2012 D005 - Deep Trench Backfill D006 - Trench Water Stop 12/01/2021 D017 - Concrete Encasement for Utility Pipes 12/01/2021 D101 - Embedment For Water Lines 12-Inch and Smaller 12/01/2021 D102 - Embedment For Water Lines 16-Inch to 24-Inch Standard Specification Reference Sheet City of Fort Worth Revised September 09, 2022 Page 2 of 10 Division 33 — Utilities Action Date Spec. No. Document Name Standard Drawing Reference Number D103 - Embedment 30-Inch and Larger For Water Lines 12/01/2021 - - D104 - Embedment For Water Services 12/01/2021 D201A - Sewer Embedment Up to 15-Inch for Sanitary 12/01/2021 D201B - Sewer Embedment 18-Inch for & Sanitary Larger 12/01/2021 D202 - Services Embedment for Sanitary Sewer 12/01/2021 12/01/2021 D401 - Embedment Sewer All Sizes for HDPE Storm 1 D402 - Embedment Sewer All Sizes for RCP Storm 12/01/2021 - D403 - Embedment Reinforced Sizes Concrete for Storm Box Sewer All 12/01/2021 12/20/2012 33 05 12 Water Line Lowering 09/09/2022 33 05 13 Frame, Cover and Grade Rings 06/19/2013 D008 - Frame, Water -Tight Cover Hinged And Grade Manhole Rings D010 - Existing (Cone) Manhole HMAC Lid Assembly Pavement - 09/09/2022 D011 - Existing Top) Manhole HMAC Lid Assembly Pavement - (Flat 09/09/2022 D012 — Existing (Cone) Manhole Concrete Lid Assembly Pavement — 09/09/2022 D013 — Existing (Flat Manhole Top) Concrete Lid Assembly Pavement — 10/15/2021 D014 — Proposed (Cone) Manhole Lid Concrete Assembly Pavement — 09/09/2022 D015 — Unimproved Manhole Lid Assembly Surface (Flat — Top) 08/31/2012 Standard Specification Reference Sheet City of Fort Worth Revised September 09, 2022 Page 3 of 10 Division 33 — Utilities Action Date Spec. No. Document Name Standard Reference Number Drawing i 12/01/2021 D219 — Frame, Sanitary Sewer Cover and Manhole Grade Rings t 09/09/2022 D417 - Storm Cover, Drain and Grade Manhole Rings Frame, FW- Storm DR 09/09/2022 33 05 13 Frame, Composite Cover and Grade Rings - 03/11/2022 33 05 14 Adjusting Boxes, and Manholes, Other Structures Inlets, Valve to Grade 12/20/2012 33 05 16 Concrete Water Vaults 03/11/2022 33 0S 17 Concrete Collars 12/20/2012 33 05 20 Auger Boring 12/20/2012 33 05 21 Tunnel Liner Plate 12/20/2012 33 05 22 Steel Casing Pipe 12/20/2012 33 05 23 Hand Tunneling 06/19/2013 33 05 24 Installation Casing or Tunnel of Carrier Liner Pipe Plate in Edit document requirements. to meet project 05/15/2015 D106 - In Water Steel Carrier Casing Pipe Installation 05/15/2015 D107 - Water In Tunnel Carrier Liner Pipe Plate Installation 08/31/2012 D108 - Ductile Casing Iron & Tunnel Pipe and Liner Steel Plate Pipe Profile ,: 1 , 08/31/2012 D109 - Concrete & Tunnel Pressure Liner Plate Pipe Profile Casing ;t i ,,rt; ciz i 05/31/2016 D203 - Installation Sanitary Tunnel Liner Sewer In Plate Steel Carrier Casingand Pipe 08/31/2012 D204 - Sanitary Casing and Sewer Tunnel Pipe Liner In Steel Plate Profile ;i-i 1 12/20/2012 33 05 26 Utility Markers/Locators Standard Specification Reference Sheet City of Fort Worth Revised September 09, 2022 Page 4 of 10 FORT WORTH., Division 33 — Utilities 111.1111111 Action Date Spec. No. Document Name Standard Drawing Reference Number i 08/31/2012 D016 — Utility Marker Pole 12/20/2012 33 05 30 Location of Existing Utilities 12/30/2016 D130 - Horizontal Thrust Blocking - - 12/30/2016 D131 - Concrete Cradle - I 12/30/2016 D132 - Vertical Tie -Down Blocking 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 1 12/20/2012 33 11 10 Ductile Iron Pipe 09/20/2017 33 11 11 Ductile Iron Fittings 09/09/2022 33 11 12 Polyvinyl Pipe Chloride (PVC) Pressure 12/20/2012 33 11 13 Concrete Wrapped, Pressure Steel Cylinder Pipe, Bar Type - 12/20/2012 33 11 14 Buried Steel Pipe and Fittings 02/14/2017 33 12 10 Water Services 1-inch to 2-inch Edit document requirements. to meet project 11/07/2016 D111 - 1-Inch Water Service - - 12/12/2014 D112 - 1.5 & 2-Inch Water Service - 01/04/2017 D113 - 1-Inch Box (0.75 Standard & 1-Inch Plastic Meters) Meter 01/04/2017 D114 - 2-Inch Box (1.5 Standard & 2-Inch Plastic Meters) Meter 01/04/2017 D115 - Bullhead (2 - 0.75-Inch Standard Meters) Meter Box 01/04/2017 D116 - 1-Inch Meter Standard Box (0.75 Concrete & 1-Inch Meters) 01/04/2017 D117 - 2-Inch Meter Standard Box (1.5 & Concrete 2-Inch IMeters) Standard Specification Reference Sheet City of Fort Worth Revised September 09, 2022 Page 5 of 10 Division 33 — Utilities Action Date Spec. No. Document Name Standard Drawing Reference Number 01/04/2017 D118 - Bullhead Standard Concrete Meter Box (2 - 0.75-Inch Meters) 12/20/2012 33 12 11 Large Water Meters .doc 10/08/2012 D119 - Combination Turbine Meter Vault Installation With Bypass 05/06/2015 33 12 20 Resilient Seated Gate Valve Edit document to meet project requirements. 1 1 05/08/2013 D125 - Branch Gate Valve Connection to Large Water Main 10/18/2018 D126 - Water Distribution Gate Valve & Box (12-Inch and Smaller) 1 08/31/2012 D127 - Water Transmission Gate Valve & Vault (16-Inch to 36-Inch) 06/10/2022 D128 - Butterfly Valve Vault 04/23/2019 33 12 21 AWWA Rubber -Seated Butterfly Valves Edit document to meet project requirements. 02/06/2013 33 12 25 Connection to Existing Water Mains 1 08/31/2012 D129 - Connection to Existing Water Mains 08/31/2012 D160 - 16-Inch and Larger Ring Connection 1 1 08/31/2012 D161 - 12-Inch and Smaller Ring Connection 05/08/2013 D162 - Waterline Lowering Detail 12/20/2012 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 06/10/2022 D138 - Potable Combination Air Valve Assembly - 2-Inch Valve 06/10/2022 D139 - Potable Combination Air Valve Assembly - 3 to 8-Inch Valves 01/03/2014 33 12 40 Fire Hydrants 06/28/2013 D120 - Standard Fire Hydrant (Straight) Standard Specification Reference Sheet City of Fort Worth Revised September 09, 2022 Page 6 of 10 Division 33 — Utilities Action Date Spec. No. Document Name Standard Drawing Reference Number i 08/31/2012 D121 - Standard Fire Hydrant (ELL) 12/20/2012 33 12 50 Water Sample Stations 08/31/2012 D122 - Water Sample Station 06/19/2013 33 12 60 Standard Blow -off Valve Assembly 11/01/2016 D105 - Standard Blow -Off Assembly f 05/08/2013 D301 - Reclaimed Blow -Off Assembly to Sanitary Sewer 12/20/2012 33 31 12 Cured in Place Pipe (CIPP) 12/20/2012 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 04/23/2019 09/09/2022 33 31 15 33 31 20 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 12/20/2012 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe Im 12/20/2012 33 31 22 Sanitary Sewer Slip Lining 12/20/2012 33 31 23 Sanitary Sewer Pipe Enlargement 08/31/2012 D217 - Sanitary Sewer Point Repair (4- Inch to 12-Inch) 04/26/2013 33 31 50 Sanitary Sewer Service Connections and Service Line Edit document to meet project requirements. 09/16/2021 D214 - Sanitary Sewer Service 08/31/2012 D215 - Deep Sanitary Sewer Service 12/20/2012 33 3170 Combination Air Valve for Sanitary Sewer Force Mains 10/08/2012 D206 - Sanitary Sewer Force Main Combination Air Valve Assembly Standard Specification Reference Sheet City of Fort Worth Revised September 09, 2022 Page 7 of 10 Division 33 — Utilities Action Date Spec. No. Document Name Standard Drawing Reference Number dildb i 08/31/2012 D302 - Reclaimed Water Combination Air Valve Assembly 12/20/2012 33 39 10 Cast -in -Place Concrete Manholes 06/10/2022 D137 - Accessible Manhole 08/31/2012 D207 - Hydraulic Slide 12/01/2021 D208 - Standard Manhole L /•� a 10/15/2021 D209 - Standard 4' Diameter Drop Manhole 12/01/2021 D210 - Shallow Manhole 10/15/2021 D211 - Type A Manhole 12/20/2012 33 39 20 Precast Concrete Manholes 06/10/2022 D137 - Accessible Manhole 08/31/2012 12/01/2021 D207 - Hydraulic Slide D208 - Standard Manhole 10/15/2021 D209 - Standard 4' Diameter Drop Manhole 12/01/2021 D210 - Shallow Manhole 10/15/2021 D211 - Type A Manhole 12/20/2012 10/15/2021 10/15/2021 33 39 30 Fiberglass Manholes D212 - Fiberglass Manhole D213 - Tee Base Manhole 12/20/2012 33 39 40 Wastewater Access Chamber (WAC) 06/19/2013 D216 - Wastewater Access Chamber Standard Specification Reference Sheet City of Fort Worth Revised September 09, 2022 Page 8 of 10 Division 33 — Utilities Action Date Spec. No. Document Name Standard Drawing Reference Number • 04/29/2021 33 39 60 Liners for Sanitary Sewer Structures 07/01/2011 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 04/30/2021 D416 - Concrete Pipe Collar 12/20/2012 33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 11/13/2015 33 41 12 Reinforced Polyethlene (SRPE) Pipe 06/10/2022 33 41 13 Polypropylene Pipe for Storm Drain 12/20/2012 33 46 00 Subdrainage swim dim 04/30/2021 D418 - Subdrain Installation FW- Subdrain Installation .pdf 07/01/2011 33 46 01 Slotted Storm Drains • • 07/01/2011 33 46 02 Trench Drains 12/20/2012 33 49 10 Cast -in -Place Manholes and Junction Boxes 09/09/2022 D409 - Standard 4' Square Junction Box 09/09/2022 D410 - Standard 5' Square Junction Box 09/09/2022 D411 - Standard 6' Square Junction Box 09/09/2022 D412 - 4' Stacked Manhole for Reinforced Concrete Box 09/09/2022 D413 - 5 Sided Manhole 04/30/2021 D414 - Manhole Steps 04/30/2021 D415 - Typical Manhole Pipe Penetration 03/11/2022 33 49 20 Curb and Drop Inlets 12/01/2021 D404 — Embedment for Polypropylene Storm Sewer All Sizes Standard Specification Reference Sheet City of Fort Worth Revised September 09, 2022 Page 9 of 10 Division 33 — Utilities Action Date Spec. No. Document Name Standard Drawing Reference Number a 04/30/2021 D405 - Standard Storm Drain Inlet 1 of 2 04/30/021 D405 - Standard Storm Drain Inlet 2 of 2 04/30/2021 D406 - Recessed Storm Drain Inlet 1 of 2 04/30/2021 D406 - Recessed Storm Drain Inlet 2 of 2 04/30/2021 D407 - Type 2 Storm Drain Inlet 1 of 2 04/30/2021 D407 - Type 2 Storm Drain Inlet 2 of 2 04/30/2021 D408 - Standard Drop Inlet with Lid 04/30/2021 D420 - Type 2 Recessed Storm Drain Inlet 1 of 2 04/30/2021 D420 - Type 2 Recessed Storm Drain Inlet 2of2 07/01/2011 33 49 40 Storm Drainage Headwalls and Wingwalls Standard Specification Reference Sheet City of Fort Worth Revised September 09, 2022 Page 10 of 10 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 Saw* it ,\TO b►i •re a —as a rt 0.. tSa Pas -a t 09411•••••lI. rataD& &'dial JaC z►, - g tl a N N N N to 0 PARCEL NO. ADDRESS TABLE ltd OWNER 4 5 Y $g OWNER ADDRESS 1 i b Y « 3 S )133BD ISIMVM a O MATH lINE STA 34+0 I�00• • • /I 0 • 1 • r 1 Ito (,66 :Noa n I \ It • 2 N 0 a A 6+00 1 1 it 7.13. if > 0 81 O g'N +4 ROW WE ES L (2r-40) O 0 z c 0I • • • , r M3311)1nN1VM a el A i� A A pipRligfi In" nri � R 1011 erA '%�� , 4o va V V V V`Vc_$` .± WPM`� :ae< o1' WrigNipX 65= is9vv` Rg !Xaamill C QQ 40;4x1 R A � ratigi WItga > o Y rAt-rig QM o xxg$ t>Vga AFFAAA t n WIZ WALNUT CREEK SS INTERCEPTOR EXTENSION- PHASE 1 CITY PAO)ECT NO. 103114-1 K-27063 OUTSTANDING EASEMENTS Electronically Recorded by Tarrant County Clerk in Official Public Records, ���a p3;,J a MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU AREA NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER, CPN 103414 Walnut Creek Sanitary Sewer Extension from Aledo Road/2871 Intersection to Walsh Ranch Parcel No. 1 TCE 5213 Gaucho Trail, Southeast Corner Chaparral Pass & Chapin Road SKYLINE RANCH Block 1 Lot 30X PRIVATE HOA OPEN SPACE STATE OF TEXAS COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE: JL*SL$ S/c9 GRANTOR: FW Skyline Ranch Residential Association, Inc. GRANTOR'S MAILING ADDRESS (including County): 5268 Ranchero Trail Fort Worth, Texas 76126 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING a tract of land more particularly described in the attached Exhibit A and Exhibit B. Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee, its successors and assigns, the use and passage in, over, and across, below and along the Easement Property situated in TARRANT County, Texas, as described and depicted in accordance with Exhibit A and Exhibit B attached hereto and made a part hereof, and ingress and egress over Grantor's property to the Easement Property. TEMPORARY CONSTRUCTION EASEMENT Rev. 20220109 FORTWORT VLLLLVJVYV ray0 L VI v It is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose of constructing Walnut Creek Sanitary Sewer Extension improvements. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. The person signing this document on behalf of the Grantor warrants that he or she has the legal authority to execute this temporary easement for the purposes and consideration therein expressed, and in the capacity therein stated, and that such binding authority has been granted by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully entitled to rely on Grantor's warranty and representation in accepting this temporary easement. TO HAVE AND TO HOLD the above -described temporary easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its successors and assigns, until the cessation or expiration of the rights granted hereunder. Grantor does hereby bind itself, its heirs, successors and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] TEMPORARY CONSTRUCTION EASEMENT Rev 20220109 PoRTWORT VLGLLVOVYV raye J VI O GRANTOR: FW Skyline Ranch Residential Association, Inc., a TEXAS Non -Profit Corporation By: (Print Name) Les Ledingham (Title) President, Skyline Ranch Home Owners Association ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Les Ledingham President, Home Owners Association of FW Skyline Ranch Residential Association, Inc , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of FW Skyline Ranch Residential Association, Inc. and that they executed the same as the act of said FW Skyline Ranch Residential Association, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of J Y 5, 20LV [SEAL) NIELS BROWN Notary Public -State of Texas Notary ID #13180512.6 Commission Exp. NOV. 26, 2022 Notary Public, State of Texas Name (printed): Notary's commission expires: TEMPORARY CONSTRUCTION EASEMENT Rev. 20220109 FORT WORTH. ULLLLU00%U rayC 4 VI C ACCEPTED BY: STATE OF TEXAS COUNTY OF TARRANT § GRANTEE: City of Fort Worth 0-4 By (Signature)Ste :e ue(Jua 25,202210.07CDT) (Print Name)Steve Cooke (Title) Property Management Director APPROVED AS TO FORM AND LEGALITY By (Signature)'./t,a `v `ter (Print Name)Matt Murray (Title) Assistant City Attorney ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke Property Management Director of the City of Fort Worth, a Texas home rule municipal corporation, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that they executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of (SEAL) NIELS BROWN Notary Public -State of Texas Notary ID #13180512-6 Commission Exp. NOV. 28, 2022 Notary Public, State of Texas Name (printed): Notary's commission expires: 10zz TEMPORARY CONSTRUCTION EASEMENT Rev. 20220109 FORT WORTH. VLLLLUOUYU rays a VI u EXHIBIT "A" TEMPORARY CONSTRUCTION EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO, 1229 PROPERTY DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT Parcel 1 BEING a tract of land situated in the N. Proctor Survey, Abstract No, 1229, City of Fort Worth, Tarrant County, Texas and being a part of Lot 30X, Block 1, Skyline Ranch, an Addition to the City of Fort Worth, according to the plat recorded in County Clerk's Document No. D218066627, Plat Records, Tarrant County, Texas (P.R.T.C.T.) and being a portion of that certain tract of land described by deed to FW Skyline Ranch Residential Association, Inc., recorded in County Clerk's Document No. D221265568, Deed Records, Tarrant County, Texas (D.R.T.C.T.), said tract of land being more particularly described by metes and bounds as follows: BEGINNING at the intersection of the east right—of—way line of Chapin School Road (Rid 2871) (a variable width public right—of—way), the south right—of—way line of Chaparral Pass (50' width public right—of—way), as shown on said plat for Skyline Ranch, and the most northerly northwest corner of said Lot 30X; THENCE North 80'58'19" East, with the south right—of—way line of said Chaparral Pass, a distance of 104.21 feet to point for the beginning of a curve to the right having a central angle of 09'49'51", a radius of 450.00 feet and a chord bearing and distance of North 85'53'14" East — 77.12 feet; THENCE continuing with said south right—of—way line of said Chaparral Pass and with said curve to the right in a northeasterly direction, an arc length of 77.21 feet to a point, continuing with said curve to the right an arc distance of 15.31 feet and South 87'14'33" East, a distance of 114.00 feet to o found 1/2' iron rod with cap stamped 'HILLER 5665" in the south right—of—way of said Chaparral Pass; THENCE South 53'26'00" West, departing the south right—of—way line of said Chaparral Pass, crossing into said Lot 30X, a distance of 118.09 feet to a point; THENCE South 81'51'41" West, continuing across said Lot 30X, a distance of 75.14 feet to a point in the west line of said Lot 30X and the east right—of—way line of said Chapin School Road for the beginning of a non —tangent curve to the right having a central angle of 01'35'16", a radius of 2,167.01 feet and a chord bearing and distance of North 10'10'49" West — 60.05 feet; THENCE continuing with said east right—of—way line of said Chapin School Road and with said non —tangent curve to the right in a northwesterly direction, an arc length of 60.05 feet to the POINT OF BEGINNING and contoining a calculated area of 7,981 square feet or 0.183 acre of land; NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, based upon GPS measurements, according to the GPS Reference Network. A drawing of even date accompanies this metes and bounds description. The metes and bounds description contained herein was compiled from information contained in recorded documents and does not reflect the results of an on the ground survey. DUNAWAY JOB NO. B007295.001 PAGE 2 OF 2 StephenrR Glosup� Va2/414 Registered Profess'onal Land Surveyor Texas Registration No, 5570 srg@dunaway.com November 20, 2021 DUNAWAV 550 Bailey Avenue • Suite 400 • Fort Worth. Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098103 EXHIBIT "A" TEMPORARY CONSTRUCTION EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO. 1229 City of Fort Worth, Tarrant County, Texas. LILLALUOUVIJ raye V VL V .001 - Walnut Creek SKYLINE RANCH SS ESMTS.dwg EXHIBIT "8" TEMPORARY CONSTRUCTION EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO. 1229 ammo 100''■ 0 SCALE 1"= r1 APPROXIMATE V SURVON OF SURVEY UNE UNION PACIFIC RR (150' WIDTH RIGHT-OF-WAY ) cc 3 J 0 cx I =00E2 N N o ncc — I Q a M b2 1 Li > ' CALICHE LAND, LLC C.C.D. NO. D205266526 D.R.T.C.T. PARCEL 1 0.183 ACRES 7,981 SQUARE FEET POINT OF BEGINNING A=1'35'16" R=2,167.01' L=60.05' CH=N10' 10' 49"W 60.05' TABERNACLE OF PRAISE FT WORTH VOLUME 15929, PAGE 37 D.R.T.C.T. DATE: NOVEMBER 20, 2021 1/��pT7 ROCKBROOK PARTNERSHIP, LTD. C.C.D. N0. D212104127 O.P.R.T.C.T. ALEDO ROAD (VARIABLE WIDTH RIGG WAY CALICHE LAND, LLC VOLUME 14397, PAGE 78 D.R.T.C.T. CHAPARRAL PASS (50' WIDTH PUBLIC RIGHT-OF-WAY) C.C.D. NO. D218066627, P.R.T.C.T. A=9'49'S1" R=450.00' L=77.21' CH=N85' 53' 14"E 77.12' A=1'S7'00" R=450.00' L-15.31' CH=S88' 13' 05"E 15.31' 867 14'33"E 114.00' FOUNDD 1/) 7711. IRON ROD WITH CAP STAMPED "MILLER 5665" S81'51'41"W 75.14' FW SKYLINE RANCH RESIDENTIAL ASSOCIATION, INC. C.C.D. NO. D221265568 O.P.R.T.C.T. LOT 30X, BLOCK 1 SKYLINE RANCH C.C.D. NO, D218066627 O.P.R.T.C.T. ` \ DUNAWA 550 Bailey Avenue • Suite 400 • Fort Worth. Texas 76107 Tel:817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 C.C.D. N0. = COUNTY CLERK'S DOCUMENT NUMBER D.R.T.C.T. = DEED RECORDS, TARRANT COUNTY, TEXAS P.R.T.C.T. = PLAT RECORDS, TARRANT COUNTY, TEXAS O.P.R.T.C.T. = OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS PAGE 1 OF 2 DUNAWAY JOB NO. B007952.001 RECORDED EASEMENTS 103414 Walnut Creek S.S. Interceptor Extension Parcel # 2 From Aledo Road/RM 2871 Intersection to Walsh Ranch N. Proctor Survey, Abstract No. 1229 STATE OF TEXAS COUNTY OF TARRANT DATE: January 10, 2022 § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH SEWER FACILITY EASEMENT GRANTOR: CALICHE LAND, LLC, a Texas limited liability company GRANTOR'S MAILING ADDRESS (Including County); 3629 Lovell Ave., Fort Worth, Tarrant County, Texas 76107 GRANTEE: CITY OF FORT WORTH 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being more particularly described in the attached Exhibits "A" and "B". Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within SEWER FACILITY EASEMENT Rev. 1/9/18 FORT WORTH. the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] GRANTOR: SEWER FACILITY EASEMENT Rev. 1/9/18 FORT WORTH. CALICHE LAND, LLC, a Texas limited liability company By: R. J. Miller, Partner THE STATE OF TEXAS § COUNTY OF TARRANT § GRANTEE: City of Fort Worth By (Signature): (Print Name) , Title APPROVED AS TO FORM AND LEGALITY (Signature) (Print Name) , Title ACKNOWLEDGMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared R. J. MILLER, Partner, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Caliche Land, LLC and that he/she executed the same as the act of said limited liability company the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ,20 . Notary Public in and for the State of Texas SEWER FACILITY EASEMENT Rev. 1/9/18 FORT oiwt. ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20 . Notary Public in and for the State of Texas SEWER FACILITY EASEMENT Rev. 1/9/18 Fowr Wo RI I 1 i EXHIBIT "B" SEWER FACILITY EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO. 1229 APPROXIMATE LOCATION OF SURVEY UNE Illmwmgals ROCKBROOK PARTNERSHIP, LTD. C.C.D. NO. D212104127 O.P.R.T.C.T. ALEDO ROAD (VARIABLE WIDTH RIGHT_ — — OF_INAY) UNION PACIFIC (150' WIDTH R R RIGHT-OF-WAY) - 0 CC J STEPHEN R., GLOSUP D/1 /2022 DATE: JANUARY 11, 2022 03 N O co N to 92 N N ��- to cD cc 11 11 S82.05'40 "E 149.25' POINT OF BEGINNING S CALICHE LAND, LLC C.C.D. NO. D205266526 D.R.T.C.T. 0 SCALE 1"= 100' FEET 100' 819'1W 103.95� SO4'48'40"W 45.98' N81'09'30'W 82.88' CALICHE LAND, LLC VOLUME 14397, PAGE 78 D.R.T.C.T. PARCEL 2 0.476 ACRES 20,752 SQUARE FEET LOT 1, / LOT 2 j BLOCK CHAPARRAL PASS C1 (50' WIDTH PUBLIC RIGHT-OF-WAY) C.C.D. NO. D218066627 P.R T.C.T. TABERNACLE OF PRAISE FT WORTH VOLUME 15929, PAGE 37 D.R.T.C.T. DUNAWA 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 FOUND 1/2" IRON ROD WITH CAP STAMPED "MILLER 5665" FW SKYLINE RANCH RESIDENTIAL ASSOCIATION, INC. C.C.D NO. D221265568 0 P.R T.C.T. LOT 30X, BLOCK 1 SKYLINE RANCH C.C.D NO. D218066627 O.P.R.T.C.T. C.C.D. NO. = COUNTY CLERK'S DOCUMENT NUMBER D.R.T.C.T. = DEED RECORDS, TARRANT COUNTY, TEXAS P.R.T.C.T. = PLAT RECORDS, TARRANT COUNTY, TEXAS PAGE 1 OF 3 DUNAWAY JOB NO. B007952.001 Walnut Creek Caliche Land SS ESMTS.dwg a 0 0 V1 Qi J Z 0 D 4) > N r m 0 w 0 J d EXHIBIT "B" SEWER FACILITY EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO. 1229 Curve Table Number Curve Central Angle Radius Arc Length Chord and Distance Bearing C1 O'44'41" 500.00 6.50 S81'201381'W 6.50' DATE: JANUARY 11, 2022 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 STEPHEN R. GLOSUP DUNAWAy 4-k,- 00 1/2022 PAGE2OF3 DUNAWAY JOB NO. B007952.001 1 Walnut Creek Caliche Land SS ESMTS.dwg EXHIBIT "A" SEWER FACILITY EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO. 1229 PROPERTY DESCRIPTION SEWER FACILITY EASEMENT Parcel 2 BEING a tract of land situated in the N. Proctor Survey, Abstract No. 1229, City of Fort Worth, Tarrant County, Texas and being a portion of those certain tracts of land described by deeds to Caliche Land, LLC, recorded in County Clerk's Document No. D205266526, and Volume 14397, Page 78, Deed Records, Tarrant County, Texas, said tract of land being more particularly described by metes and bounds as follows: BEGINNING at the intersection of the east right—of—way line of Chapin School Road (RM 2871) (a variable width public right—of—way), the north right—of—way line of Chaparral Pass (50' width public right—of—way), as shown on plat for Skyline Ranch, an Addition to the City of Fort Worth, according to the plat recorded in County Clerk's Document No. D218066627, Plat Records, Tarrant County, Texas, and the southwest corner of said Caliche Land tract, recorded in C.C.D. No. D205266526, and being the beginning of a non —tangent curve to the right, having a central angle of 06'49'19", a radius of 2167.01 feet and a chord bearing and distance of North 04'39'12" West — 257.87 feet; THENCE with the east right—of—way line of said Chapin School Road (RM 2871) and with said non —tangent curve to the right in a northwesterly direction, an arc length of 258.02 feet to a point in the south right—of—way line of Union Pacific Railroad, (a 150' width right—of—way) and the north line of said Caliche Land tract; THENCE South 82'05'40" East, departing the east right—of—way line of said Chapin School Road (RM 2871), with the south right—of—way line of said Union Pacific Railroad and the north line of said Caliche Land tract, a distance of 149.25 feet to a point; THENCE South 04'48'40" West, departing the south right—of—way line of said Union Pacific Railroad, crossing into said Caliche Land tract, a distance of 45.98 feet to a point; THENCE North 81'09'30" West, continuing across said Caliche Land tract, a distance of 82.88 feet to a point; THENCE South 00'08'10" West, continuing across said Caliche Land tract, a distance of 96.19 feet to a point; THENCE South 37'09'14" East, continuing across said Caliche Land tract, a distance of 112.83 feet to a point in the north right—of—way line of said Chaparral Pass and being the beginning of a non —tangent curve to the left having a central angle of 00'44'41", a radius of 500.00 feet and a chord bearing and distance of South 81'20'38" West — 6.50 feet; THENCE continuing with said north right—of—way line of said Chaparral Pass and with said non —tangent curve to the left in a southwesterly direction, an arc length of 6.50 feet to a point; THENCE South 80'58'19" West, continuing with the north right—of—way line of said Chaparral Pass, a distance of 103.95 feet to the POINT OF BEGINNING and containing a calculated area of 20,752 square feet or 0.476 acre of land. NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, based upon GPS measurements, according to the GPS Reference Network. A drawing of even date accompanies this metes and bounds description. The metes and bounds description contained herein was compiled from information contained in recorded documents and does not reflect the results of an on the ground survey. DUNAWAY JOB NO. B007295.001 Stephen R'. Glosup Registered Professional Land Surveyor Texas Registration No. 5570 srg@dunaway.com January 11, 2022 DUNAWA�/ 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 STEPHEN R. GLOSUP PAGE3OF3 EXHIBIT "A" SEWER FACILITY EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO. 1229 City of Fort Worth, Tarrant County, Texas. i FORT WORTH 103414 Walnut Creek S.S. Interceptor Extension Parcel # 3 From Aledo Road/RM 2871 Intersection to Walsh Ranch N. Proctor Survey, Abstract No, 1229 CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE: January 10, 2022 GRANTOR: CALICHE LAND, LLC, a Texas limited liability company GRANTOR'S MAILING ADDRESS (including County): 3629 Lovell Ave., Fort Worth, Tarrant County, Texas 76107 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: BEING a tract of land situated in the N. Proctor Survey, Abstract No. 1229, City of Fort Worth, Tarrant County, Texas and being a portion of those certain tracts of land described by deeds to Caliche Land, LLC, recorded in County Clerk's Document No. D205266526, and Volume 14397, Page 78, Deed Records, Tarrant County, Texas. Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, in accordance with the legal description hereto attached as Exhibit "A", and ingress and egress over Grantor's property to the easement as shown on Exhibit "B". It is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose of sanitary sewer pipeline construction. Upon completion of Temporary Construction Easement 06/15/2016 FORT WORTH. improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. TO HAVE AND TO HOLD the above described Easement Property, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Temporary Construction Easement 06/15/2016 FoRTWoRTH. GRANTOR: CALICHE LAND, LLC, a Texas limited liability company By: R. J. Miller, Partner STATE OF TEXAS COUNTY OF TARRANT § GRANTEE: City of Fort Worth By (Signature): (Print Name) , Title APPROVED AS TO FORM AND LEGALITY (Signature) (Print Name) , Title ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared R. J. MILLER, Partner, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Caliche Land, LLC and that he/she executed the same as the act of said limited liability company for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ,20 . Notary Public in and for the State of Texas Temporary Construction Easement 06/15/2016 FORT WORTn.. ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20 . Notary Public in and for the State of Texas Temporary Construction Easement 06/15/2016 FORT WORT It • APPROXIMATE 01"- LOCATION OF SURVEY LINE i I 1 i — 0 cc 0 0 U Z a. Q U — EXHIBIT "B" TEMPORARY CONSTRUCTION EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO. 1229 — UNION PACIFIC RR (150' WIDTH RIGHT—OF—WAY) 00 cc STEPHEN R. GLOSUP 0>«10/2022 DATE: JANUARY 10, 2022 — 1 N80'58'19"E 103.95' POINT OF COMMENCING CALICHE LAND, LLC C.C.D. NO. D205266526 D.R.T.C.T. 0 ROCKBROOK PARTNERSHIP, LTD. C.C.D. NO. D212104127 0.P.R.T.C.T. ALEDO ROAD (VARIABLE WIDTH RIGHT—OF—WAY) N04'48'40"E 45.98' S87.09.3p„ 82. 88' I.1..1 0 m Co O to 00 0 z 1 POINT OF BEGINNING S 2'05'40"E 30.00' �o N o 0 • V) — 00C1 so, A5 $ CALICHE LAND, LLC VOLUME 14397, PAGE 78 D.R.T.C.T. PARCEL 3 0.387 ACRES 16,896 SQUARE FEET cz CHAPARRAL PASS (50' WIDTH PUBLIC RIGHT—OF—WAY) C.C.D. NO. D218066627 P.R.T.C.T. - Maw Re 1 LOT 1, 1 LOT 2 BLOCK 100' 1 \ TABERNACLE OF PRAISE FT WORTH VOLUME 15929, PAGE 37 D.R.T.C.T. SCALE 1 "= FEET 100' DUNAWA 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 FOUND 1/22 IRON ROD WITH CAP STAMPED "MILLER 5665" FW SKYLINE RANCH RESIDENTIAL ASSOCIATION, INC. C.C.D NO. D221265568 0 P.R.T.C.T. LOT 30X, BLOCK 1 SKYLINE RANCH C.C.D NO. D218066627 0 P.R.T.C.T. C.C.D. NO. = COUNTY CLERK'S DOCUMENT NUMBER D.R.T.C.T. = DEED RECORDS, TARRANT COUNTY, TEXAS P.R.T.C.T. = PLAT RECORDS, TARRANT COUNTY, TEXAS • PAGE 1 OF 3 DUNAWAY JOB NO. B007952.001 Walnut Creek Caliche Land SS TC ESMTS.dwg DATE: JANUARY 10, 2022 EXHIBIT "B" TEMPORARY CONSTRUCTION EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO. 1229 Curve Table Curve Number Central Angle Radius Arc Length Chord and Distance Bearing C1 0.44'41'1 500.00 6.50 N81.20'38"E 6.50' C2 3.25'49" 500.00 29.94 S83.25'54"W 29.93' DUNAWAy 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 o/roon PAGE 20F3 DUNAWAY JOB NO. B007952.001 Walnut Creek Caliche Land SS TC ESMTS.dwg EXHIBIT "A" TEMPORARY CONSTRUCTION EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO. 1229 PROPERTY DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT Parcel 3 BEING a tract of land situated in the N. Proctor Survey, Abstract No. 1229, City of Fort Worth, Tarrant County, Texas and being a portion of those certain tracts of land described by deeds to Caliche Land, LLC, recorded in County Clerk's Document No. D205266526, and Volume 14397, Page 78, Deed Records, Tarrant County, Texas, said tract of land being more particularly described by metes and bounds as follows: COMMENCING at the intersection of the east right—of—way line of Chapin School Road (RM 2871) (a variable width public right—of—way), the north right—of—way line of Chaparral Pass (50' width public right—of—way), as shown on plat for Skyline Ranch, an Addition to the City of Fort Worth, according to the plat recorded in County Clerk's Document No. D218066627, Plat Records, Tarrant County, Texas, and the southwest corner of said Caliche Land tract, recorded in C.C.D. No. D205266526; North 80'58'19" East, with the north right—of—way line of said Chaparral Pass, a distance of 103.95 feet to a point for the beginning of a curve to the right having a central angle of 00'44'41". a radius of 500.00 feet and a chording bearing and distance of North 81'20'38" East — 6.50 feet Continuing with said north right—of—way line of said Chaparral Pass and with said curve to the right in a northeasterly direction, an arc length of 6.50 feet to the POINT OF BEGINNING of herein described tract of land; THENCE North 37'09'14" West, departing the north right—of—way line of said Chaparral Pass, crossing into said Caliche Land tracts, a distance of 112.83 feet to a point; THENCE North 00'08'10" East, continuing across said Caliche Land tract, a distance of 96.19 feet to a point; THENCE South 81'09'30" East, continuing across said Caliche Land tract, a distance of 82.88 feet to a point; THENCE North 04'48'40" East, continuing across said Caliche Land tract, a distance of 45.98 feet to a point in the south right—of—way line of Union Pacific Railroad, (a 150' width right—of—way) and the north line of said Caliche Land tract; THENCE South 82'05'40" East, with the south right—of—way line of said Union Pacific Railroad and the north line of said Caliche Land tract, a distance of 30.00 feet to a point; THENCE South 04'48'40" West, departing the south right—of—way line of said Union Pacific Railroad, crossing into said Caliche Land tract, a distance of 212.40 feet to point for the beginning of a non —tangent curve to the left having a central angle of 03'25'49", a radius of 500.00 feet and a chord bearing and distance of South 83'25'54" West — 29.93 feet; THENCE continuing with said north right—of—way line of said Chaparral Pass and with said non —tangent curve to the left in a southwesterly direction, an arc length of 29.94 feet to the POINT OF BEGINNING and containing a calculated area of 16,896 square feet or 0.387 acre of land. NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, based upon GPS measurements, according to the GPS Reference Network. A drawing of even date accompanies this metes and bounds description. The metes and bounds description contained herein was compiled from information contained in recorded documents and does not reflect the results of an on the ground survey. DUNAWAY JOB NO. B007295.001 Stephen R. Glosup Registered Professional Land Surveyor Texas Registration No. 5570 srg@dunaway.com January 10, 2022 c;DUNAWAV 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 PAGE3OF3 EXHIBIT "A" TEMPORARY CONSTRUCTION EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO. 1229 City of Fort Worth, Tarrant County, Texas. 103414 Walnut Creek S.S. Interceptor Extension Parcel # 4 From Aledo Road/RM 2871 Intersection to Walsh Ranch N. Proctor Survey, Abstract No. 1229 STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH SEWER FACILITY EASEMENT DATE September 23, 2022 GRANTOR: PMB 120 LAND LP a Texas limited partnership GRANTOR'S MAILING ADDRESS (Including County); 4001 Maple Avenue, Suite 270, Dallas, Dallas County, Texas 75219 GRANTEE: CITY OF FORT WORTH 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being more particularly described in the attached Exhibits "A" and "B". Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as Facility . The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibits "A" and "B" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. SEWER FACILITY EASEMENT Rev. 1/9/18 FORT WORTI I, In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] SEWER FACILITY EASEMENT Rev. 119118 Fain WoRTI I. GRANTOR: PMB 120 LAND LP, a Texas limited partnership By: a Texas limited liability company Its general partner By: THE STATE OF TEXAS § COUNTY OF TARRANT § GRANTEE: City of Fort Worth By (Signature): (Print Name) , Title APPROVED AS TO FORM AND LEGALITY (Signature) (Print Name) , Title ACKNOWLEDGMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said partnership the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ,20 . Notary Public in and for the State of Texas SEWER FACILITY EASEMENT Rev. 1/9/18 FUR'r WORTI I. ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20 . Notary Public in and for the State of Texas SEWER FACILITY EASEMENT Rev. 1/9/18 FORT WORTI I. 4 Walnut Creek PMB 120 Land SS Esmt.dwg (VARIABLE WIDTH RIGHT_ OF_ WAY UNION P I ACIFIC RR (150' WIDTH RIGHT—OF—WAY ) )si°&b; 1' 800 cf. c S ° . 9'�5# P 09/23/2022 DATE: SEPTEMBER 23, 2022 DRY RANCH LLC TRACT 5 C C.D. NO. 217210159 D.R.T.C.T. o r cc I J Ls ^o % I oo E U ( (IN ) Z c0 0. ........ II, Q m = U > i i EXHIBIT "B" SEWER FACILITY EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO. 1229 N00'16'17'W 16.68' I N41'11'17"W 57.56' A L E D C ROAD LOCAION{ OTF T SURVEY LINE 1 EAST 135.14' WEST 74.90' POINT OF COMMENCING S82'05'40'E 59.29' N07'31'28'E 65.36' r 1 1 \ 1 S49'18'08"E 125.74' SDUNAWA PMB 120 Land LP C.C.D NO. D221321297 0 P.R T.C.T. PARCEL 4 0.400 ACRE 17,434 SQUARE FEET S07'17'53"W 98.48' ALEDO ROAD (VARIABLE WIDTH RIGHT-OF-WAY) N82'05'40"W 60.00' POINT OF BEGINNING CALICHE LAND, LLC VOLUME 14397, PAGE 78 D.R.T.C.T. 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 0 SCALE 1M 100' C.C.D. NO. = COUNTY CLERK'S DOCUMENT NUMBER D.R.T.C.T. = DEED RECORDS, TARRANT COUNTY, TEXAS PAGE 1 OF 2 DUNAWAY JOB NO. B007252.001 I Walnut Creek PMB 120 Land SS Esmt.dwg EXHIBIT "A" SEWER FACILITY EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO. 1229 PROPERTY DESCRIPTION SEWER FACILITY EASEMENT Parcel 4 BEING a tract of land situated in the N. Proctor Survey, Abstract No. 1229, City of Fort Worth, Tarrant County, Texas and being a part of that certain tract of land as described by deed to PMB 120 Land LP, recorded in County Clerk's Document No. D221321297, Deed Records, Tarrant County, Texas, said tract of land being more particularly described by metes and bounds as follows: COMMENCING at a point in the east right—of—way line of Chapin School Road (RM 2871) (a variable width public right—of—way), the north right—of—way line of Union Pacific Railroad (a 150' width right—of—way), the south right—of—way line of Aledo Road (a variable width right—of—way) and the southwest corner of said PMB 120 Land tract; South 82'05'40" East, with the south right—of—way line of said Aledo Road, the south line of said PMB 120 Land tract and the north right—of—way line of said Union Pacific Railroad, a distance of 59.29 feet to the POINT OF BEGINNING of herein described tract of land; THENCE North 07'31'28" East, departing said the south right—of—way line of said Aledo Road, the north right—of—way line of said Union Pacific Railroad, crossing said Aledo Road and into said PMB 120 Land tract, a distance of 65.36 feet to a point; THENCE North 4918'08" West, continuing across said PMB 120 Land tract, a distance of 71.49 feet to a point; THENCE WEST, continuing across said PMB 120 Land tract, a distance of 74.90 feet to a point in a west line of said PMB 120 land tract and in the east right—of—way line of said Chain School Road; THENCE North 41'11'17" West, with the a west line of said PMB 120 Land tract and with east right—of—way line of said Chapin School Road, a distance of 57.56 feet to a point, THENCE North 0016'17" West, continuing with a west line of said PMB 120 Land tract and with the east right—of—way line of said Chapin School Road, a distance of 16.68 feet to a point; THENCE EAST, departing the east right—of—way line of said Chapin School Road, crossing into said PMB 120 Land tract, a distance of 135.14 feet to a point; THENCE South 4918'08" East, continuing across said PMB 120 Land tract, a distance of 125.74 feet to a point; THENCE South 07'17'53" West, continuing across said PMB 120 Land tract, crossing said Aledo Road, a distance of 98.48 feet to a point in the common south right—of—way line of said Aledo Road and the north right—of—way line of said Union Pacific Railroad; THENCE North 82'05'40" West, with said common line, a distance of 60.00 feet to the POINT OF BEGINNING and containing a calculated area of 17,434 square feet or 0.400 acre of land; NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, based upon GPS measurements, according to the GPS Reference Network. A drawing of even date accompanies this metes and bounds description. The metes and bounds description contained herein was compiled from information contained in recorded documents and does not reflect the results of an on the ground survey. DUNAWAY JOB NO. B007295.001 Stephdn R. Glosup l/ Registered Professional Land Surveyor Texas Registration No. 5570 srg@dunaway.com September 23, 2022 ThUNAWAy 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 EXHIBIT "A" PAGE2OF2 SEWER FACILITY EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO. 1229 City of Fort Worth, Tarrant County, Texas. FORT WORTH 103414 Walnut Creek S.S. Interceptor Extension Parcel # 5 From Aledo Road/RM 2871 Intersection to Walsh Ranch N. Proctor Survey, Abstract No. 1229 CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE: September 23, 2022 GRANTOR: PMB 120 LAND LP a Texas limited partnership GRANTOR'S MAILING ADDRESS (including County): 4001 Maple Avenue, Suite 270, Dallas, Dallas County, Texas 75219 GRANTEE. CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: BEING a tract of land situated in the N. Proctor Survey, Abstract No. 1229, City of Fort Worth, Tarrant County, Texas and being a part of that certain tract of land as described by deed to PMB 120 Land LP, recorded in County Clerk's Document No. D221321297, Deed Records, Tarrant County, Texas. Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, in accordance with the legal description hereto attached as Exhibit "A', and ingress and egress over Grantor's property to the easement as shown on Exhibit "B". Temporary Construction Easement 06/15/2016 FORT WORTH. It is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose of sanitary sewer pipeline construction. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. TO HAVE AND TO HOLD the above described Easement Property, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Temporary Construction Easement 06/15/2016 FORT WORTI I. GRANTOR: PMB 120 LAND LP, a Texas limited partnership By: a Texas limited liability company Its general partner By: STATE OF TEXAS § COUNTY OF TARRANT § GRANTEE: City of Fort Worth By (Signature): (Print Name) , Title APPROVED AS TO FORM AND LEGALITY (Signature) (Print Name) , Title ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said partnership for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of , 20 Notary Public in and for the State of Texas Temporary Construction Easement 06/15/2016 FORT WORT!' ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20 Notary Public in and for the State of Texas Temporary Construction Easement 06/15/2016 FORT Woeru. Walnut Creek PMB 120 Land SS TC Esmt.dwg EXHIBIT "B" TEMPORARY CONSTRUCTION EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO. 1229 DRY RANCH LLC TRACT 5 DOC. 217210159 D.R.T.C.T. ALEDO ROAD (VARIABLE NV/DTH RIGHT_ OF_WAY) 80014c5fc°7181°. �5� P 09/23/2022 DATE: SEPTEMBER 23, 2022 i APPROXIMATE sfte LOCATION OF i SURVEY LINE 1 EAST 157.67' WEST 135.14' POINT OF COMMENCING S82'05'40"E 119.29' PMB 120 Land LP C.C.D NO. D221321297 O.P.R T.C.T. N07'17'53"E 98.48' POINT OF BEGINNING UNION PACIFIC ow WIDTH RR RIGHT—OF—WAY) �v��9 �5� �q � 4g�,c 'S A8 1 SDUNAWA PARCEL 5 0.571 ACRE 24,896 SQUARE FEET N003 N82'05'404 60.00' ALEDO ROAD (VARIABLE WIDTH RIGHT-OF-WAY) CALICHE LAND, LLC VOLUME 14397, PAGE 78 D.R.T.C.T. 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 0 100' SCALE 1n_ FEET 100' C.C.D. NO. = COUNTY CLERK'S DOCUMENT NUMBER D.R.T.C.T. = DEED RECORDS, TARRANT COUNTY, TEXAS PAGE 1 OF 2 DUNAWAY JOB NO. B007952.001 Ilh Walnut Creek PMB 120 Land SS TC Esmt.dwg 0 0 N 0 0 m c 0) 0) N 0 w 7 0> c a 0 a) N 0 0 N a 0 0 N 0 0 7 0 0 c 0 0 D D 0 0 Q w J 1 N 1- Q 0 0 N 0 ID 0 0. a) N 0 13 z 0 > 0 � r 0 w 0 J a EXHIBIT "A" TEMPORARY CONSTRUCTION EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO. 1229 PROPERTY DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT Parcel 5 BEING a tract of land situated in the N. Proctor Survey, Abstract No. 1229, City of Fort Worth, Tarrant County, Texas and being a part of that certain tract of land as described by deed to PMB 120 Land LP, recorded in County Clerk's Document No. D221321297, Deed Records, Tarrant County, Texas, said tract of land being more particularly described by metes and bounds as follows: COMMENCING at a point in the east right—of—way line of Chapin School Road (RM 2871) (a variable width public right—of—way), the north right—of—way line of Union Pacific Railroad (a 150' width right—of—way), the south right—of—way line of Aledo Road (a variable width right—of—way) and the southwest corner of said PMB 120 Land tract; South 82'05'40" East, with the south right—of—way line of said Aledo Road, the south line of said PMB 120 Land tract and the north right—of—way line of said Union Pacific Railroad, a distance of 119.29 feet to the POINT OF BEGINNING of herein described tract of land; THENCE North 07'17'53" East, departing said the south right—of—way line of said Aledo Road, the north right—of—way line of said Union Pacific Railroad, crossing said Aledo Road and crossing into said PMB 120 Land tract, a distance of 98.48 feet to a point; THENCE North 49'18'08" West, continuing across said PMB 120 Land tract, a distance of 125.74 feet to a point; THENCE WEST, continuing across said PMB 120 Land tract, a distance of 135.14 feet to a point in the east right—of—way line of said Chain School Road; THENCE North 00'16'17" West, with the east right—of—way line of said Chapin School Road, a distance of 60.00 feet to a point; THENCE EAST, departing the east right—of—way line of said Chapin School Road, crossing into said PMB 120 Land tract, a distance of 157.67 feet to a point; THENCE South 49'18'27" East, continuing across said PMB 120 Land tract, a distance of 180.95 feet to a point; THENCE South 07'32'23" West, continuing across said PMB 120 Land tract, crossing said Aledo Road, a distance of 131.08 feet to a point in the common south right—of—way line of said Aledo Road and the north right—of—way line of said Union Pacific Railroad; THENCE North 82'05'40" West, with said common line, a distance of 60.00 feet to the POINT OF BEGINNING and containing a calculated area of 24,896 square feet or 0.571 acre of land; NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, based upon GPS measurements, according to the GPS Reference Network. A drawing of even date accompanies this metes and bounds description. The metes and bounds description contained herein was compiled from information contained in recorded documents and does not reflect the results of an on the ground survey. DUNAWAY JOB NO. B007295.001 StephR. Glosup Registered Professional Land Surveyor Texas Registration No. 5570 srg@dunaway.com September 23, 2022 liSvf DUNAWAS/ 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 STEPHEN R. GLOSUP PAGE 2 OF 2 EXHIBIT "A" TEMPORARY CONSTRUCTION EASEMENT A PART OF THE N. PROCTOR SURVEY, ABSTRACT NO. 1229 City of Fort Worth, Tarrant County, Texas. GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 PROPOSAL FOR: GEOTECHNICAL ENGINEERING SERVICES WALNUT CREEK SANITARY SEWER LINE ALEDO ROAD CP 103414 FORT WORTH, TEXAS Presented To: Dunaway Associates, L.P. January 2022 PROJECT NO. 128-21-112 Ji January 21, 2022 Report No. 128-21-112 Dunaway Associates, L.P. 550 Bailey Avenue, Suite 400 Fort Worth, Texas 76107 Attn: Mr. Josh Wright P.E GEOTECHNICAL ENGINEERING STUDY WALNUT CREEK SANITARY SEWER LINE ALEDO ROAD CP 103414 FORT WORTH, TEXAS Dear Mr. Wright: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with CMJ Proposal 21-8319 dated October 5, 2021. The geotechnical services were authorized via Subconsultant Agreement Number 7295.001 authorized by Mr. Josh Wright, P.E., Discipline Lead, Dunaway Associates, L.P., on October 5, 2021. 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 Dunaway Associates, L.P. Please contact us if you have any questions or if we may be of further. service at this time. �000D®®® A OF t ��tP :YAP Respectfully submitted, CMJ ENGINEERING, INC. TEXAS FIRM REGISTRATION NO. F-9177 Matthew W. Kammerdiener, P.E. Project Engineer Texas No. 127818 u ••• * 4 �� J MATTHEW W, KAMMERDIENER t•. 127818 to�Qt..% <!CENStSk/e� vl� copies submitted: (2) Mr. Josh Wright, P.E.; Dunaway Associates, L.P. (email & mail) CMJ Engineering p: 817.284.9400 f: 817.589.9993 7636 Pebble Drive Fort Worth, TX 76118 www.cmjengr.com TABLE OF CONTENTS Page 1.0 INTRODUCTION 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2 3.0 SUBSURFACE CONDITIONS 3 4.0 TRENCH / BORE EXCAVATIONS 5 5.0 GENERAL EARTHWORK 9 6.0 CONSTRUCTION OBSERVATIONS 11 7.0 REPORT CLOSURE 12 APPENDIX A Plate Plan of Borings A.1 Unified Soil Classification A.2 Key to Classification and Symbols A.3 Logs of Borings A.4 — A.14 Particle Size Distribution Reports A.15 — A.17 1.0 INTRODUCTION 1.1 General The project, as currently planned, will consist of a new sanitary sewer line to serve the Walsh Ranch development in Fort Worth, Texas. The proposed sanitary sewer line is approximately 18,000 linear feet in length traversing from Chapin School Road (FM 2871) westward along and north of Aledo Road. Plate A.1, Plan of Borings, depicts the protect vicinity and location of the 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, and develop comments on general excavation and directional boring. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling a sample boring 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. 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 7. 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. 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). Report No. 128-21-112 1 CMJ ENGINEERING, INC. 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by eleven (11) vertical soil borings drilled to depths of 25 to 40 feet. The borings were drilled using continuous flight augers at the approximate location shown on the Plan of Borings, Plate A.1. The boring logs are included on Plate A.4 through A.14 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. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the log. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. 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 respective 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. 128.21-112 CMJ ENGINEERING, INC. 2 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, plastic limits, and gradation), moisture content, unit weight, and unconfined compressive strength tests were performed. Results of the laboratory classification tests, moisture content, unit weight, and unconfined compressive strength tests conducted for this project are included on the boring logs. Particle size analysis (gradation) results are presented on Plates A.15 through A.17. 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 is 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. Borings B-3 through B-7 were drilled within the existing street. The existing pavement section at the boring locations consists of 5'/ to 6'/ inches of asphalt underlain by 11 to 12 inches of lime treated clay. Soils encountered consist of dark brown, brown, light brown, grayish brown, and tan silty clays and clays. The near surface soils encountered in Borings B-1, B-4, B-6, and B-7 are noted as fill to depths of 2 to 4 feet. Asphalt fragments are present within the fills in Borings B-7 and a tan limestone boulder was present at a depth of 3 feet in Boring B-1. The various clays often contain calcareous nodules and limestone fragments and occasionally contain iron stains, ironstone nodules, and fractured limestone seams and layers. The various clayey soils encountered had tested Liquid Limits (LL) of 32 to 81 with Plasticity Indices (PI) of 18 to 58 and are classified as CL and CH by the USCS. The various clay soils were generally firm to hard (soil basis) in consistency with pocket penetrometer readings of 1.0 to over 4.5 tsf. Tested unit weight and unconfined compressive strength values range from 90 to 115 pcf and 2,300 to 24,420 psf, respectively. Report No. 128-21-112 3 CMJ ENGINEERING, INC. Tan limestone typically containing clay seams and layers was next encountered in Borings B-2 through B-11 at depths of 3 to 14 feet below existing grade. The tan limestone occasionally occurs fractured or weathered and is moderately hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of 1'/ to 5'/x inches of penetration for 100 hammer blows. Gray limestone is next encountered in all borings at depths of 10 to 24 feet below existing grade. The gray limestone often contains shale seams and layers and is moderately hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of Y to 3 inches of penetration for 100 hammer blows. Borings B-1 through B-11 were terminated in the gray limestone at depths of 25 to 40 feet. 3.2 Ground -Water Observations The borings were drilled using continuous flight augers in order to observe ground -water seepage during drilling. Ground -water seepage was encountered during drilling in Borings B-1 and B-6 at depths of 11 to 18 feet. Water levels of 17 and 5 feet were observed in Borings B-1 and B-6 at drilling completion, respectively. No seepage was encountered during drilling in the remaining borings and these borings were dry at completion. Table 3.2-1 summarizes water level data. TABLE 3.2-1 Ground Water Observations Boring No. Seepage During Drilling (ft.) Water at Completion (ft.) B-1 18 17 B-2 Dry Dry B-3 Dry Dry B-4 Dry Dry B-5 Dry Dry B-6 11 5 B-7 Dry Dry B-8 Dry Dry B-9 Dry Dry B-10 Dry Dry B-11 Dry Dry Report No. 128.21-112 CMJ ENGINEERING, INC. 4 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. During wet periods of the year seepage can occur in joints in the clays, atop or within the tan limestones, or atop the gray limestones. The possibility of ground -water level fluctuations should be considered when developing the design and construction plans for the project. 4.0 TRENCH / BORE EXCAVATIONS 4.1 Expected Subsurface Conditions Conventional earth moving equipment is expected to be suitable for excavating the near -surface clayey soils. Heavy duty excavation equipment will be necessary within soils containing abundant limestone fragments or seams and within the tan and gray limestones, depending on rock hardness. The tan and gray limestones are moderately hard to very hard (rock basis) and will present difficulty with rippability using normal excavation equipment. Special techniques for ripping/rock removal can be expected through the limestone. In addition, overexcavation should be anticipated within limestone or limestone containing weathered or clay seams. Overexcavation may result from large limestone blocks or chunks breaking along either weathered limestone or clay seams beyond the planned excavation. 4.2 Open Excavation Considerations The trench excavations should be performed in accordance with OSHA Safety and Health Standards (29 CFR 1926/1919), Subpart P. For excavations less than 5 feet deep through the various clays or limestones, it is expected that near vertical excavation walls will be possible. However, excavations which occur through soft clays, granular soils, loose fill, or submerged soils, it will be necessary to either slope the excavation sidewalls or provide temporary bracing to control excavation wall instability. In addition, for excavations deeper than 5 feet, the excavation sidewalls must be sloped, or temporary bracing must be provided, regardless of the soil conditions encountered. If open trench cuts are performed within 1.25 times the trench depth of any surface structure, trench shoring (not trench boxes) should be used within open trench cuts performed within this distance. Hydraulic shoring struts should be used and installed during excavation as needed to provide full lateral support to vertical trench sidewalls, and thereby help reduce lateral ground movements near Report No. 128.21112 5 CMJ ENGINEERING, INC. existing structures. A pre -construction condition survey should be performed prior to beginning excavation near any structure that could be affected by the trench excavation to verify existing conditions (existing distress) prior to construction. Construction monitoring should be performed to verify that existing structures are not impacted or damaged by construction operations. Any replacement pavement structure (concrete, asphalt, base course material or stabilized subgrade) should extend a minimum of 12 inches beyond the edge of the excavation trench. This additional width of pavement structure greatly reduces the potential for reflective cracking upwards into the pavement. 4.3 Directional Bore Comments The results of the exploration borings indicate that the majority of overburden soils similar to those encountered in the borings are not anticipated to exhibit unusual caving or sloughing problems during directional bore installation. However, increased difficulty of bore drilling through the limestone should be anticipated. Clays containing appreciable limestone fragments or layers can exhibit mixed face drilling conditions. 4.4 Trench / Bore Pit Dewatering As discussed in Section 3.2, Ground -Water Observations, ground -water conditions can vary with seasonal fluctuations in rainfall. In the case that ground -water is encountered, controlling the ground- water is essential to construction of the proposed sanitary sewer line. Failure to control any encountered ground -water could result in excavation collapse, excavation bottom heave, an unstable bottom and detrimental pipeline settlement and pipe deflections after backfilling. Ground -water levels should be maintained at least two feet below the base of the excavation for the full term of construction. Protection of the open excavations should be provided during periods of moderate to heavy rainfall, as surface water will most likely channel and collect in the excavations. The water level should be lowered prior to excavating and should be maintained at this lowered level until the pipe trench is backfilled. It is likely that seepage may be controlled by means of collection ditches, sumps, and pumping. However, in the event that water infiltration rates are high, it may be necessary to install a more elaborate dewatering system. The design of any dewatering system required is the contractors responsibility. Report No. 128-21-112 CMJ ENGINEERING, INC. 6 4.5 Soft Trench Bottom Conditions Soft trench bottom conditions are unlikely where the trench bottom is situated in the natural clay soils or limestones. Control of ground -water as discussed above is the key to avoiding an unstable trench bottom. Unstable trench bottoms are unsuitable for support of the proposed sanitary sewer line. Soft clays could occur where ground -water is present. In areas where unsuitable clay bearing materials are encountered at the planned invert elevation, the trench bottom can be prepared using the following method: • Under -cut to a suitable bearing subgrade and replaces with a structural compacted fill. The over -excavation should extend laterally a distance of at least 1 foot beyond the edges of the pipe, and then at least 1 foot laterally for every 1.5 feet of fill required beneath the pipe. The over -excavation backfill should be surrounded with a geotextile consisting of Mirafi 140N, Amoco ProPex 4545, or equivalent. The backfill should consist of a free draining aggregate (i.e., sands, gravels, crushed limestone, or crushed concrete) approved by the geotechnical engineer. The backfill should be placed in maximum 9- inch loose lifts and uniformly compacted to a minimum relative density of 65 percent as determined by test methods ASTM D 4253 and D 4254 4.6 Trench Backfill Pipe embedment should be a coarse -grained cohesionless material that will properly fill the area below the spring line of the pipe. This bedding should extend above the pipe a minimum of 6 inches to provide protection of the pipe during placement of the trench backfill. Site excavated materials are generally considered suitable for use as backfill above the pipe bedding materials, however excavated limestones will need to be processed to the proper size. All trench backfill should be free of deleterious materials. Use of rock fragments greater than 4 inches in any dimension should be prohibited, since attaining a uniform moisture and density without voids would be difficult. Backfill should be compacted in maximum 8-inch loose lifts at a minimum of 95 percent of the Standard Proctor density (ASTM D 698). The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand -operated power compactors or small self- propelled compactors. Clay soils having a Plasticity Index greater than 20 should be compacted at a moisture content ranging from 0 to plus 4 percentage points above the optimum moisture content. Granular soils having a PI less than 20 should be compacted at a moisture content ranging from minus 3 to plus 3 Report No. 128.21.112 7 CMJ ENGINEERING, INC. percentage points of the optimum moisture content. Jetting to compact the pipe backfill should not be allowed. In areas where settlement of the backfill must be closely controlled, the trench excavation should be backfilled with either cement stabilized sand or flowable concrete having a 28- day compressive strength ranging between 50 and 200 psi. 4.7 Trench Backfill Settlement Settlement of the backfill soils should be anticipated. It is anticipated that properly compacted on - site clay fill soils will settle between about 1 and 2 percent of the fill thickness. For example, 10 feet of fill would be expected to settle on the order of 1.2 to 2.4 inches. Where possible the trench backfill could be over -built in order to reduce the potential for a surface depression along the trench centerline. We recommend the backfill be crowned. The centerline of the excavation should be over -built by one foot and sloped down to match grade at the edge of the excavation. 4.8 Provisions to Reduce Backfill Settlement Field testing will be a critical element in controlling the compaction of the backfill to limit settlement. All trench backfilling in these critical areas shall include full-time observation of soil compaction by an experienced geotechnician under the supervision of the geotechnical engineer. The contractor should provide protection for the testing/inspection personnel while working in the trenches, and shall move the protective shield/shoring such that areas to be tested are readily accessible. The compacted moisture/density of all backfill soils should be tested at a rate of one test per 100 linear feet of trench, for each lift of fill placed, during compaction. Digging through existing lifts of backfill to access and test underlying lifts should not be allowed. In addition, to limit settlement, where crushed stone materials are used as pipe bedding materials, they should be wrapped with a suitable geotextile to limit the intrusion of fines into the crushed stone material as previously discussed. Report No. 128-21-112 CMJ ENGINEERING, INC. 8 5.0 GENERAL EARTHWORK 5.1 Site Preparation & Field Testing 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 excavated 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. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. 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. Excavated on -site limestone may be used for fill provided the material is crushed such that 50 percent passes the No. 4 sieve and no particles are larger than 4 inches is maximum dimension. As the in -situ limestone are generally hard to very hard, significant processing of the limestone should be anticipated in order to utilize as fill. All fill materials should be free of vegetation and debris. 5.2 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. General fill material should be compacted to a density ranging from 95 to 100 percent of maximum dry density as determined by ASTM D 698, Standard Proctor. Crushed stone should be compacted via three passes of a vibratory roller over a 6-inch lift. 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 narrower Report No. 128-21-112 9 CMJ ENGINEERING, INC. range of moisture content (within the recommended range) in order to consistently achieve the recommended density. 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. 5.3 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. 5.4 Acceptance of Imported Fill Any soil imported from off -site sources should be tested for compliance with the recommendations for the application and approved by the project geotechnical engineer prior to the materials being used. The owner should also require the contractor to obtain a written, notarized certification from the landowner of each proposed off -site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification should be furnished to the owner prior to proceeding to furnish soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks should not be used as fill on this project. Report No. 128.21-112 CMJ ENGINEERING, INC. 10 5.5 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon 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. 5.6 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. 6.0 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 like the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained 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 should be considered as preliminary. 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. Report No. 128.21-112 CMJ ENGINEERING, INC. 11 7.0 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 interpretations 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, 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. Regarding ground -water conditions, this report presents data on ground -water levels as they were observed during the field work. Water level readings have been 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 ground -water table can occur with 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 ground water 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 boring 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, 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 Report No. 128.21.112 12 CMJ ENGINEERING, INC. 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. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this project that pertain to earthwork and foundations to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction 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, ground water 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 a 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 difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Dunaway Associates, L.P. for specific application to design of this 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. 128-21-112 CMJ ENGINEERING, INC. 13 wiwizes:DRWERM PLATE A.! 0N1608— :iaXoi }uaJJno 6uiaoq 6i.sp Z l l — l Z-9Z l \PHD\s6u!Moap\suo!}nloS dil — anuQauoVoospQliCaag3\saasf\:9 t Z/S l /Z t :a}oQ Major Divisions Sym. Typical Names Laboratory Classification Criteria GW Well -graded gravels, gravel- little 2 6 D"D (DJ C C sand mixtures, or no — realer than 4: between 1 and 3 9 m c' D'a DID x Deo fines a U o GP Poorly graded gravels, gravel sand mixtures, little or no fines o m i rn (n a E rn co rn . 2 n: v ru U' Not meeting all gradation requirements for GW m O' v GM Silty gravels, gravel -sand -silt mixtures Z 8 o N 0 g Liquid and Plastic limits below "A" line or P.I. Liquid and plastic limits plotting in hatched zone Fine-grained soils Coarse -grained soils than half of material is smaller than No. 200 sieve) (more than half of the material is larger than No. o N greater than 4 between 4 and 7 are Clayey gravels, gravel -sand- w 0 N o a N y 8 Liquid and Plastic limits borderline cases requiring use of dual GC clay mixtures c ,a. Z c m c m above "A" line with P.I. greater than 7 symbols Well -graded sands, gravelly (Dwt DfiO SW C� 1 3 sands, little or no fines > E greater than 6: between and D1D Di0 x DDD rna Poorly graded sands; v T-D m N c SP gravelly sands, little or no fines c H 0 8 u0 w 0) a Not meeting all gradation requirements for SW a� O o iith fines e amount c as) sands, sand -silt R Plastic 'liSilly Is a) aSM below 202.0T a co o o —I 2 to than 4 Liquid and plastic limitsixtures plotting between 4 and 7 borderline Clayey sands sand -clay y c v Liquid and Plastic limits are cases requiring use of dual symbols SC mixtures € m Oa c m 2 u above "A" line with P.I. greater than 7 Inorganic silts and very fine sands rock flour, silty or ML clayey fine sands, or clayey silts with slight plasticity CL Inorganic clays of low to medium plasticity, gravelly clays sandy clays, silty 60 clays, and lean clays 50 Organic silts and organic silty CH OL clays of low plasticity 40 c 3930 MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts 'fie; 20 .P OH and MH CH Inorganic clays of high CL plasticity, fat clays 10 G ML OL 4 kr and v g T OH Organic clays of medium to high plasticity, organic silts 0 o 10 20 00 40 50 60 70 BD so too 0 t 2 10 j o Pt Peat and other highly organic soils Liquid Limit Plasticity Chart UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES m m 1 m GRAVEL / j LEAN CLAY I 1 LIMESTONE I • : • ••• • • • SAND • • • • SANDY i SHALE - SILT SILTY SANDSTONE _. HIGHLY PLASTIC CLAY j CLAYEY Shelby Tube Auger Split Spoon Rock Core Cone Pen No Recovery CONGLOMERATE I TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tstl Soft O.Oto1.0 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) 0to4 Very Loose 0to20% 4 to 10 Loose 20 to 40% 10 to 30 Medium 40 to 70% Dense 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 and Degree of Cementation Hardness 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 128-21-112 No. Boring No. B-1 Project Walnut Creek Sanitary Sewer tan) Fort Worth, TX orn-P ""N""N•- • Location See Plate A.1 Water Observations Seepage at 18' during drilling; water at 17' at completion Comp etion Depth 40.0' Completion Date 11-29-21 Surface Elevation Type CME-55 w/ CFA LL . o p E N E 0 Stratum Description o w Lk' e- g K om d 17iK,y odr2 maw O O o mo cN mn1 am 9 cE �� to•V - mE a� x 0X ma a5 •o 15 d 15w oo ic> zZ DU a » �C6 wp c �cga LL a N EJ o CLAY, dark brown, w/ limestone fragments, stiff to 2.0 26 hard (FILL) 4.5+ 13 - tan limestone boulder at 3' 2.0 15 CLAY, dark brown, w/ calcareous nodules, hard %, 4.5+ 95 III 21 51 Ill 5 _ ,,,®,_ /I 4.5+ ' SILTY CLAY, brown and Tight brown, w/ abundant — 11 fractured limestone seams and layers, hard 100/9" --_-�_— III II I I/ 100/9.5" MIN 12 _ _1 �0' I I I _ AIo_/ 00/3.75'__-_ 14 - —2r LIMESTONE gray, hard to very hard _ I 00/1.25 / _2 MEN II I --___ 100/0.5" ����— 3 t 1 I I I ll"""� 00/0.75 _3 �I 3 3 i 0 15 LOG OF BORING NO. B-1 PLATE A.4 Project 128-21-112 i7 0 z No. Boring No. B-2 Project Walnut Creek Sanitary Sewer L.1v1.1 Fort Worth, TX P„.,,,.`,,.....w..I-. Location See Plate A.1 Water Observations Dry during drilling; dry at completion Comp etion Depth 40.0' Completion Date 11-29-21 Surface Elevation Type CME-55 w/ CFA w a.N g 0> rn Stratum Description w rx d re LL 2 e‘li• odo ma F- 0 me mo 0.0 ma e E �•.J - Toi - mE aD. .2 X oa a Et m oO MO pU (A » w d co 2cr coo 00 CLAY, dark brown, w/ ironstone nodules and 4.25 21 calcareous nodules, stiff to very stiff 2.0 27 3.5 28 94 4590 - hard below 3' 4.5+ 91 79 r 21 4.5+ 17 brown, w/ ironstone nodules and limestone 4.5+ _--- 18 _ /CLAY, ' fragments, hard -- ---_ 4.5+ 91 66 19 47 18 _- 1 r - LIMESTONE tan moderately hard to hard 00/1.75 II 1 INI • I .I""'00/2.25 - w/ clay seams and layers below 17' _ II I 1 MI II =.11 LIMESTONE gray, hard to very hard 100/1" --_-__— • �I III II I. 111 100/0.5" muggem��- —3r -■■■■■■- - I -■■■■■■ 00/0.75 mom MINIM II —35 �I Project No. 128-21-112 Boring No. B-3 Project Walnut Creek Sanitary Sewer Lin,' Fort Worth, TX EINg._31Om^n�II"0.- Location See Plate A.1 Water Observations Dry during drilling; dry at completion Comp etion Depth 40.0' Completion Date 11-29-21 Surface Elevation Type CME-55 w/ CFA it o a E o E N Stratum Description o w et o 0 a to LL d i�LL 000? mar N 0 z ai and am v _ a-E JJ �o . _. mE a1 as x ma a d 5 m 'oo'_a O a 00 » c i 'o2N 5.Iu9 a `coo DOa ASPHALT 6.5 inches thick - 10 y, Ogg TREATED CLAY 12 inches thick - 1.5 35 SLIME CLAY obrown, w/ calcareousanientnodules and 1.5 ,IIII , 33 occasional limestone fragments, stiff 1.5 32 90 3240 ® gm 30Ai �— mil MI 11111111111110111111111 CLAY, brown, w/ calcareous nodules, very stiff 3.75 __El 18 —_ r j MINIM MIMI LIMESTONE tan w/ clay seams and layers, III moderately hard ,� 100/5.5' II IIIII,,■ I 6" shale layer at 17' LIMESTONE gray, w/ shale seams, moderately _--- Ell --Milli I hard to hard 100/1.5" 2r 100/2" II 1111111111. I III ■ II 100/2" _— -__—_ ___ —3r �I I II 111 I 00/1.75 11 3 I _ II 00/1.37-' —4r __ i i 5 LOG OF BORING NO. B-3 PLATE A.6 Project No. 128-21-112 0 i7 rc 0 o Boring No. B-4 Project Walnut Creek Sanitary Sewer `"lvl) Fort Worth, TX ��Va��n�� Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 40.0' Completion Date 11-30-21 Surface Elevation Type CME-55 w/ CFA LL o O L Si O N Stratum Description w ct e a ce en •to d 'ALL 3o 00 • mar 0 N mo `o mm am e o o-E JJ -. mE an '2x ma a5 '« 'o0 20 p0 '_a » = HEM DOa LL O • P N o0 �� —\ASPHALT 6 inches thick 6 �7 TREATED CLAY 12 inches thick — 4.5+ ---- 10 -_ ThLIME SILTYfragments,brown,abundant limestone 3.5 25 rr \[ — hard (FILL) 4.5+ 22 100 5380 SILTY CLAY dark brown, w/ calcareous nodules 13 and limestone fragments, stiff to hard 3.0 34 47 29 5 �/ -w/ fractured limestone seams below 6' II P /.irior A� 4.5+ thard,w/ fractured limestone seamsan f44 layers, 4.5+ III 16 1r LIMESTONE tan J ll 1111 ILIMESTONE gray, w/ shale seams and layers, _------- moderately hard to hard i 100/2" 18 I — — J I p 00/1.25 I 1 —20— — 1 III II I 100/1.5"__ MEIN -_— 25— — I 1I 100/2" r — — I — — I 1 00/1.37 _35— I I — _ I"ri 00/1.75 iiiiii�=iiiiii� ins 4 — — — LOG OF BORING NO. B-4 PLATE A"7 cc tt Project No. 128-21-112 a 0 o Boring No. B-5 Project Walnut Creek Sanitary Sewer Lan) Fort Worth, TX E,.",,.Co.U,.",‘-. Location See Plate A.1 Water Observations Dry during drilling; dry at completion Comp etion Depth 40.0' Completion Date 11-30-21 Surface Elevation Type CME-55 w/ CFA . Y o a N a d Stratum Description w c4 o CJ ce c i d �p!LL 0dai mo-F N mo aai al o.m o a - o-E JJ oo .45i - E an Tx a�'oo'-a a_ OE MO z' pU » c i O fig HE. o DUO. ASPHALT, 6.5 inches thick 8 TREATED CLAY 11 inches thick 4.5+ 14,■ -IME - CLAY dark brown, w/ calcareous nodules and 4,5+ , 51 19 32 14 - limestone fragments, hard 4.5+ 13 4.5+ MINIM= t3 �— IN 4.5+ 14 ® 24420 ■ ■■■ ■ Ell4.5+ 15 LIMESTONE tan fractured, w/ clay seams and layers, moderately hard 1 - 16" thick clay layer at 12' 1 I _ 111 00/2.25 15 I LIMESTONE gray, moderately hard to hard - - / _ I I t 00/1.37"' 20- I I - w/ shale seams below 21' II 1t mom. ' ,00/2" O 25- 1 11 I III 00/1.75 1 1 1 -30- - 1 layer 31' _ 1 - 6" thick shale at 1 00/1.25 5_........1 111 III - - i 00/1 62-i=---__- -40- 1 - i i LOG OF BORING NO. B-5 PLATE A.8 C'M nNGINEERING MC Project No. 128-21-112 Boring No. B-6 Project Walnut Creek Sanitary Sewer Fort Worth, TX J Location See Plate A.1 Water Observations Seepage at 11' during drilling; water at 5' at completion Comp etion Depth 40.0' I Completion Date 12-1-21 Surface Elevation Type CME-55 w/ CFA LL o. o O n E. N co o a E Stratum Description e U w rt o U d Ce of o`c . 3�w •.—> o 0 ul mo.� p N O �o m m O. -I 'g. cr E :IL y.— m E a� t dtii)i m a a5 yc o o 20 . ?, �`t c ;; » c U- voy L5 1a BEM c o o DUa 5.5 inches thick 4 NASPHALT, /— yjl TREATED CLAY 11 inches thick 4.5+ 12 —LIME CLAY, brown, w/ ironstone nodules and limestone 1.5 29 fragments, hard (FILL) 2.5 18 CLAY dark brown, w/ calcareous nodules, % ironstone nodules, and limestone fragments, stiff 1.75 16 112 2330 5 2.25 23 - hard below 9' 4.5+ 87 61 17 44 15 LIMESTONE tan, w/ clay seams and layers LIMESTONE gray, w/ shale seams and layers, 100/3 1 —15— I moderately hard to very hard I II 100/2" 2r —) I - 8" thick shale layer at 21' _ 1 100/1" 25 I I _ I _ 100/2 " 30— I - 6" thick shale layer at 30' — 1 I , 100/1.75 —35 — — I II I Z 100/2" 40— — LOG OF BORING NO. B-6 PLATE A.9 Project No. 128-21-112 Boring No. B-7 Project Walnut Creek Sanitary Sewer CMJ Fort Worth, TX c,m„„NELI L.- Location See Plate A.1 Water Observations Dry during drilling; dry at completion Comp etion Depth 40.0' Completion Date 12-2-21 Surface Elevation Type CME-55 w/ CFA LL n o o u ` N m co Stratum Description W ce 0 0 G' ce to it m 3c''. odm mo. t- O 0 me '- i and am e - E JJ a h- of aLi P .±-nazi ma a5 " d ,Y°4 oo 2O �LL 2% pU 'cnoo » ym w' 'Poi SEo DUa 5.5 inches thick 6 —ASPHALT, ,,-- — TREATED CLAY 11 inches thick 1.0 EN NE 10 -_ —.LIME �- SILTY CLAY, Tight brown and brown, w/ calcareous 1.5 32 13 / nodules, limestone fragments, and asphalt fragments, firm to 1.0 ■Eli —� stiff (FILL) 29 SILTY CLAY brown, w/ iron stains and calcareous _ 5 / nodules, firm _���MI��- _ SILTY CLAY, _ lightbrown and grayish brown,w/ Iron j stains, Ironstonee nodules, calcareoussnodules, and ®■■■■ 24 102 2300 limestone seams and layers, stiff ■- - // 1.5 ■■■■ 25 10 LIMESTONE ten _ 111111 ,,■ gray limestone seam at 12' gray LIMESTONE gray, w/ shale seams, moderately _------_ - - hard to hard V 100/2" 15 - - — 1 100/1.5" 20— 1 ■■■■■■- I Ell Ell 1111111111 100/1.5"--_— —25— - I 1 1 - 6" thick shale layer at 28' 100/2,5" 1 1 —30- - - I I - -I t 100/2" —35— 1 - 8" thick shale layer at 36' _ _ 1 ". - - _ 1 00/1.75 IIIIIIIIII— LOG OF BORING NO. B-7 PLATE A.10 Protect 128-21-112 No. Boring No. B-8 Project Walnut Creek Sanitary Sewer Lan Fort Worth, TX o,w„NenNiNt.„Nl-. Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 40.0' 1 I Completion Date 12-2-21 Surface Elevation Type CME-55 w/ CFA LL o. o a E, m E Stratum Description o w � e 0 � ag. d"-: 0ao mn� 0 o 0 ya> co .0 an ° JJ N mE a.r, ma a5 mOU oo 20 a=d '_a . .o g ac w n co DUO. CLAY, dark brown, w/ calcareous nodules, very stiff 4.5+ 27 to hard 3 5 24 3.5 21 3.75 21 3.25 58 17 41 20 CLAY brown, iron,stains and fractured limestone ■� / seamssand layers, hard ®.■■■ 13 LIMESTONE tan wl clay seams, hard _--_-- - I i 00/1.75 10 1 IIIII II I LIMESTONE gray, w/ shale seams, moderately __----__ hard to hard 100/2.5" 15 - -1 I - - �' I 100/2" 1 r II 1 100/2" _—_—_—_ 25— I I 1111 00/1.37 ' 1 I —30- — — I — — I 00/1.75 35— 1 00/1.37 ii=—_—_—_ —40 — 1 LOG OF BORING NO. B-8 PLATE A.11 0 0 Protect 128-21-112 No. Boring No. B-9 Project Walnut Creek Sanitary Sewer LAW Fort Worth, TX LNLAINCoRINWINl_ — Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 25.0' Completion Date 12-1-21 Surface Elevation Type CME-55 w/ CFA .d• o D 0 a',N N Stratum Description ° o w 0: e 0 C' re .0 �� 3c�• Dow. ma I- me C m>'5 m0 ant .p e o.E :3zi ° s^_ mE an s wro. m0 a_ 248 N 0Oj, oo mu aN= a 7� c IL N c "m n coon D00 CLAY, dark brown, w/ ironstone nodules and 3.5 35 calcareous nodules, stiff to very stiff 3.25 26 3.25 24 3.5 98 69 20 49 25 3.5 24 3.25 22 102 8980 2.75 27 —1 LIMESTONE tan, w/ clay seams and layers, - moderately hard 1I -occurs fractured above 13' 100/2.75' I 15- LIMESTONE gray, w/ shale seams, moderately hard to hard 100/2" 20— - — - I 100/1.375 LOG OF BORING NO. B-9 PLATE A.12 2 0 0 0 err 0 0 CTI 0 0 co 0 Project 128-21-112 No. Bonng No, B-10 Project Walnut Creek Sanitary Sewer �"lvil Fort Worth, TX c��.NEcN.N�.NU— Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 25.0. Completion Date 12-1-21 Depth, Ft. o .0 E rn 0 E N Surface Elevation Type CME-55 w/ CFA o W Ce o O W Blows/Ft. or Pen Reading, T.S.F. Passing No 200 Sieve, % Liquid Limit, % Plastic Limit, % x ma a5 Moisture Content, % Unit Dry Wt. Lbs./Cu. Ft. Unconfined Compression Pounds/Sq. Ft. Stratum Description CLAY, dark brown, w/ calcareous nodules, 4 0 28 ironstone nodules, and limestone fragments, very stiff to hard 3.25 61 20 41 22 3.5 25 4.5+ 16 _ 5 - ] LIMESTONE tan, w/ clay seams and layers, 100/1.5" 4 moderately hard to hard occurs weathered above 8' I / _ 1 �'�` I 100/2,5" I 1 / I LIMESTONE gray, w/shale seams, hard II I _ 15— 100/1.25' 1 - - 100/1.75 1 1 —2r 1 100/1.75 1 2 LOG OF BORING NO. B-10 PLATE A.13 a 0 0 0 0 0 0 0 Project I 128-21-112 No. LiVIJ ENUINW KIND INC. BoringNo. B-11 Pro'ecf 1 Walnut Creek Sanitary Sewer Fort Worth, TX Location See Plate A.1 Water Observations Dry during drilling; dry at completion Comp etion Depth 25,01 Completion Date 11-30-21 Depth, Ft. REC e 0 Blows/Ft. or Pen Reading, T.S.F. Passing No 200 Sieve, Liquid Limit, Plastic Limit, Plasticity Index Moisture Content, Unit Dry Wt. Lbs./Cu. Ft. Unconfined Compression Pounds/Sq. Ft. Surface Elevation Type CME-55 w/ CFA o in me- 0 Stratum Description CLAY, dark brown, w/ ironstone nodules and 4.25 34 calcareous nodules, very stiff to hard 4.0 92 81 23 58 27 98 7300 4.5+ _------- 100/2" 21 - LIMESTONE, tan, w/ clay seams and layers, moderately hard to hard - occurs fractured above 6' 12" thick gray shale layer at 8' I I 5 — — — 00/2.25 _======= 10 LIMESTONE, gray, w/ shale seams, hard — — /111 I 00/112 I 1 —15— 1111lli 100/1.5" 2 r - - _2 �illlII 00M.37 I - - LOG OF BORING NO. B-11 PLATE A.14 PERCENT FINER 10 9 8 7 6 5 4 3 2 1 Particle Size Distribution Report " _ I o 0 0 0.t0 F ii # I I �4"-h--b►l�,J. I I I rl III I I I I I I I f 11 1 I I 1 1 I T I I I I I I I I I I I I I t 1 11 11 1 1 t 1 1 t 1 I I I I 1 1 1 I I I 11 1 I I I I I 1 1 1 1 1 1 1 1 1 11, 11 11 1 t I I I t I 1 1 I I I 1 1 1 1 1 I I I I I 1 I I t t t t • • � I • • 1 i 1 I I I I I I I 1 1 I I I 1 1 I I I I 1 1 1 1 11 1 1 1 1 1 E 1 1 I I I I I I I I I I I I 1 1 I I I I I I I 1 1 I I I 1 1 1 1 1 I 1 1 1 11 I I I I I I I I I I 1 1 1 1 1 1 I 1 1 1 1 11 1 1 1 1 1 1 I I I I I 1 I I I I I I I I I I I I 1 1 I I I I I I i 1 I 1 1 I 1_ 1 1 1 I I Inn 10 01 0.01 0.001 GRAIN SIZE - mm. +3" Gravel Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0 0.0 0.0 2.3 2.8 2.0 2.3 35.9 54.7 X 0 LL 79 PL 22 D85 0.0537 D00 0.0086 D50 0.0029 D30 D15 D10 Cc c„ Material Description USCS AASHTO 0 CH A-7-6(58) Project No. 128-21-112 Client: Dunaway Associates Project: CFW Walnut Creek Sanitary Sewer- CPN 103414 o Depth: 3-4 Sample Number: B-2 CMJ ENGINEERING, INC. Remarks: Fort Worth, Texas PLATE A.15 0_ Z i H o• W a Size Particle Distribution Report 1 1 1 I I I 100 1 1 1 HH 1 1 1 1 1 1 80 70 60 50 40 30 20 10 0 I • 1 • • 1 1 1 I 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 11 1 I 11 I 11 1 1 11 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 I I 1 1 1 I 1 I 1 1 1 1 I I 1 1 1 1 1 1 1 1 11 1 1 1 1 I 1 1 I I 1 1 I I 1 1 1 11 1 1 1 1 1 1 1 1 100 10 GRAIN SIZE 01 0.01 0. - mm. 01 +3" %Coarse % Gravel % Sand % Fines Fine Coarse Medium Fine Silt Clay o 0.0 0.0 1.1 1.4 4.7 5.6 35.6 51.6 X LL EL D85 D60 D50 D30 D15 D10 Ce Cu o 61 17 0.0638 0.0103 0.0041 Material Description USCS AASHTO o CH A-7-6(40) Project Project: o Depth: No. 128-21-112 Client: Dunaway Associates CFW Walnut Creek Sanitary Sewer- CPN 103414 9-10 Sample Number: B-6 Remarks: CMJ ENGINEERING, Fort Worth, Texas INC. PLATE AAA t11 z F z w w a I I Size Particle Distribution Report 100 I 1 I I I I I T I I I I I I I 1 1 1 I I 1 1 1 I it 90 80 70 60 50 40 30 20 10 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 h 1 1 T 1 1 1 1 1 1 I 1 ( r 1 1 1 1 1 I 1 1 1 1 11 11 11 1 1 1 1 1 T 1 1 1 I I t 1 1 1 1 I I I r I I 11 I 1 1 1 1 I 1 11 I 1 1 I 11 1 1 t 1 1 1 t 1 1 I 1 1 I 1 I l 11 I Ire 1 I I 1 1 1 I I I I 1 1 I I I I t I I d 1 1 1 I 1 I I I I I t 1 I I I I I 1 1 1 I 1 11 1 1 IIII 1 11 1 11 1 1 11. 1 1 1 1 1 -1 1 1 + 1 I I 1 1 I I I 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 k 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1 1 1 1 11 I 1 1 1 1 1 1 11 1 L 1 IIII J 1 1 1 1 1 1 1 1 L 1 1 I 1 J I 1. 1 1 1 L 1 1 1 1 I 1 1 1 1 1 1 11 1 1 I 1 1 I 1 I 11 1 1 I I 1 1 1 J 1 1 L 1 1 I 1 1 1 1 I L 100 10 GRAIN SIZE 01 0.01 0. - mm. 01 +3" %Coarse % Gravel / Sand % Fines Fine Coarse Medium Fine Silt Clay 0 0.0 0.0 0.0 0.5 0.6 1.4 36.6 60.9 X LL PL D85 D50 D50 D30 Di Di Cc Cu 0 69 20 0.0319 0.0045 0.0016 Material Description USCS AASHTO o CH A-7-6(54) Project No. 128-21-112 Client: Dunaway Project: CFW Walnut Creek Sanitary Sewer- o Depth: 3-4 Sample Number: B-9 Associates 103414 Remarks: CPN CMJ Fort ENGINEERING, Worth, Texas INC. PLATE A.17 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION— PHASE 1 CITY PROJECT NO: 103414-1 FRANCHISE UTILITY CROSSINGS BY STATION Walnut Creek Sanitary Sewer Interceptor Extension - Phase 1 Crossing STA Company Infrastructure Contact name Phone Number 1+22.20 AT&T Fiber Optic Line Dung Nguyen (817) 372-0934 1+52.30 Spectrum Coaxial Cable Thomas Sonnier (817) 298-3656 2+03.50 Atmos 4" gas Line Russell Curlee (817) 207-2951 5+56.20 & 9+72.80 Empire 6" Gas Line James Putman (817) 480-2145 7+31.20 & 9+65.80 Barnett Gathering 12" Gas Line Randy Darville (817) 228-6912 7+39.45 Barnett Gathering 10" Gas Line Randy Darville (817) 228-6912 49+64.70 Energy Transfer 16" Gas Line Ricky Watson (817) 774-1025 49+74.95 Energy Transfer 16" Gas Line Ricky Watson (817) 774-1026 i pOMV 0 0 MATCH IINf sm „,00 a looI%NlayRa I gog vw 0000+5 a gv 171 00 UOM iNOJ 40 AID W 5 00+99 tl1S9y 3l To �i i SPY TEST HOLE NO.: 1 CRIADO 4100 SPRING VALLEY RD, STE.1001 DALLAS, TX 75244 0: 972-392-9092 F: 972-392-9192 FIRM NO. F-4373 I TBPLS 101633-00 TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001.00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 --- -- ct 0 T H tt 1 -� Nedo Rd - am, alp --- '—.- • TH #10 TH #8 1 --- -W1 (D)------ fl -PL 1 (D)- - �1 I 1 1 'j 1 ___ JI I I ' 1 IPLAN VIEW! N. T. S. j --- TH #9 PL2(C; NATURAL GROUND 11=7pil TT=MITT 1-17 11 B I I-111-III- 1119 I I-111-111— HRH— I-11=111-111-111 4,79 FT 20" RCCP (Water) LEGEND W1 Water (QL-8) Test Hole 0 Utility Profile UTILITY CROSS—SECTION VIEW N. T. S. ALEDo RD LOCATION MAP II NOT TO SCALE 411 I IAftilimmissak i PROJECT CONTROL: BENCHMARK INFORMATION: CPtt MON 8516 N=6947274.64 E=2275012.35 ELEV:750.77' CPU MON 6536 N=6948141.00 E=2278201.97 ELEV:750.15' SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD88 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 101' N OF ALEDO RD APPARENT ROW CL & APPROX. 103' W OF CHAPIN SCHOOL RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6931358.71 EASTING: 2276340.53 GROUND ELEVATION: 781.70 FIELD MANAGER: ROBERT GODBOLT DATE OF WORK: 09/23/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 20' RCCP (WATER) UTILITY OWNER: CITY OF FORT WORTH UTILITY TYPE: WATER UTILITY SIZE: 20" T.O.U. it. 776.91 UTILITY MATERIAL: RCCP UTILITY CONDITION: MODERATE SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS: SILT & ROCK ` .\ eeseseeeeee/ lig Poo •04:96 Air co: sir VP gi of*e /\ eee*� / s 0000eeeosee oeeee eeeee€eee / KELLY C. MONCRIEF P / ssssssedeseesesssssssssss• / �liA<'/ 96712 •ems' fieNS�c.O®e�v� ° ssesoses :- \ a � 'ONALE=�� �, �,,Ntrt , fJ 10/29/2021 10/29/2021 6: 05: 1 4 PM TEST HOLE NO.: Hole Doto Sheets\TH_02.CCn 4- 0 1- w o 0 Z 0 0 0 0 0 L 0 a a v 0 L 0 O 0 fj a 0 0 c 0 0 0 0 0 0 Cr i 0 0 0 - 0 CRIADO 4100 SPRING VALLEY RD, STF,.1001 DALLAS, TX 75244 0: 972-392-9092 F: 972-392-9192 FIRM NO. F-4373 I TBPI.S 101633-00 TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001.00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 t _ 'PLAN VIEW --PL1 (o)_ I N. T u ✓ a 0 r I 1 Aledo Rd .41 Om TH #9 PL2 (G, TH #2 Tfl=1��(�S1 111=111-111=111 =111-111=111-1 NATURAL GROUND 11 E111=III=111 1-111=111=111—Ill 3. 68 FT " PE (Gas) LEGEND Gl Gas (QL-B) O Test Hole Utility Profile UTILITY CROSS-SECTION VIEW N. T. S. v'o.iZi. RiS001-66 ALED0 RD • of t LOCATION MAP NOT TO SCALE ct J o.. 0 PROJECT CONTROL: BENCHMARK INFORMATION: CP# MON 8516 N=6947274. 64 E=2275012. 35 ELEV: 750. 77' CP# MON 6536 N=6948141.00 E=2278201.97 ELEV:750.15' SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD88 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 397' S OF ALEDO RD APPARENT ROW CL & APPROX. 182' E OF CHAPIN SCHOOL RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A j NORTHING: 6930807. 02 EASTING: 2276667.97 ,GROUND ELEVATION: 773.42 FIELD MANAGER: ROBERT GODBOLT DATE OF WORK: 09/23/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 4" PE (GAS) UTILITY OWNER: ATMOS UTILITY TYPE: GAS UTILITY SIZE: 4" T. O. U. = 769.74 UTILITY MATERIAL: PE UTILITY CONDITION: MODERATE SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS: SILT & ROCK _ ` 1 i' ee ee O F °T t l %k, r o,s ' ' ea°f , / KELLY C. MONCRIEF 0 °e........................� &w96712 .‘g,c N 5 .e��' ��'4I1h1ONAL o -424gry C. , �10/29/2021 10/29/2021 6: 05: 19 PM TEST HOLE NO.: 4 WW Interceptor_COFW\07_DGN\078_SUE\Test Hole Dot() Sheets\TH_04.dan \\rs1\data\PROJECT\R15001.00_Dunawav_Aledo Rd. CRIADO 4100 SPRANG VALLEY RD, STE.1001 DALLAS, TX 75244 0:972-392-9092 F: 972-392-9192 FIRM NO. F-4373 I TBPLS 101633-00 TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001.00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 111-111-111=111 HIHIIHIH NATURAL GROUND -1TfIr--?- 11 E11 E111=1111 1-111-11 E111-III 7. 25 FT 16" Stee I (Gas) LEGEND PL1 (D) Gas (QL-D) Test Hole 0 Utility Profile UTILITY CROSS-SECTION VIEW N. T. S. • • r• [ , .I ,.r • CRiADO T43 *CT . 4; l L/O(t\ �-0 O — •\Qa IF&1 hi C., '.li _IIY T.:F 6 Ate) m"J"1-151coli«i - r''L J (L _ ?r4 -_ _ a. i' C.J : r i 2 tttl e j 7 -4 ,S3 r2 I=1 C`-1 5-7 Ifs L� t3 is 1 et ;..- LOCATION MAP NOT TO SCALE IfL-Epp,RD PROJECT CONTROL: BENCHMARK INFORMATION: CPU MON 8516 N=6947274.64 E=2275012.35 ELEV:750.77' CP# MON 6536 N=6948141.00 E=2278201.97 ELEV:750.15' SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD88 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX, 39' N OF ALEDO RD APPARENT ROW CL & APPROX. 3109' W OF MARKILI RANCH RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6931890.03 EASTING: 2266764.61 GROUND ELEVATION: 881.01 FIELD MANAGER: ROBERT GODBOLT DATE OF WORK: 10/21/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 16' STEEL (GAS) UTILITY OWNER: BARNETT GATHERING UTILITY TYPE: GAS UTILITY SIZE: 16" T, O. U. = 873.76 UTILITY MATERIAL: STEEL UTILITY CONDITION: GOOD SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS: SAND,CLAY & ROCK OF 9 eP�eoo°eye°°°ee F L or a°o Jr eo e....eeeeee /\9eeeeeeteee 4 KELLY C. MONCRIEF \eeoeeeeeoeeoeeeeeeoeeeesso / 96712 s��i °°Q°C,fl°e oNAL C29/2021 10/29/2021 6: 05: 22 PM CRIADO 4100 SPRING VALLEY RD, STE.1001 DALLAS, TX 75244 0: 972-392-9092 F: 972-392-9192 FIRM NO. F-4373 I TBPLS 101633-00 �1j 1=1TT�f.-11=1 111111E111=11 I —11 I-1 I I-11 I-1 TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001.00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 TH it TH #l6 PLAN VIEW N. T. S. NATURAL GROUND In7II-71EIT I I IEE I I-1 I L- I I-11 I -I I FU I 5. 60 FT Steel (Gas) LEGEND PL i -- Gas (QL-B) • O Test Hole Utility Profile UTILITY CROSS-SECTION VIEW N. T. S. 1[E -z� 4-00 ! o 0 e a; 10��i0.11 64 1 uiA IlY Ivor- GAL--; -- S+— - eel 1.2 - — :. �H' --- -- ' F n.N. jL51-4 C Raid 1'ioalr-H rer M r. TEST HOLE NO.: LOCATION MAP NOT TO SCALE PROJECT CONTROL: BENCHMARK INFORMATION: CPtt MON 8516 N=6947274.64 E=2275012.35 ELEV:750.77' CPtt MON 6536 N=6948141.00 E=2278201.97 ELEV:750.15' SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD88 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 1277' N OF ALEDO RD APPARENT ROW CL & APPROX. 3457' N OF MARKUM RANCH RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6933136.01 I EASTING: 2266838.87 GROUND ELEVATION: 853.30 FIELD MANAGER: ROBERT GODBOLT DATE OF WORK: 10/21/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 4" STEEL (GAS) UTILITY OWNER: BARNETT GATHERING UTILITY TYPE: GAS UTILITY SIZE: 4" I T.O.U. = 847.70 UTILITY MATERIAL: STEEL UTILITY CONDITION: MODERATE SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS: SAND, CLAY & ROCK eeLP 0 ltie KELLY C. MONCRIEF or 6000000000000000000000e000 % I��°°oe 96712 e��� �ht1/451S,gsfell7islenc.\--\`/S % �e� WI 1049/2021 e * oleoeeeeeeeeeeesseeeeeoeeeee 10/29/2021 6:05:26 PM TEST HOLE NO.: 6 CRIADO 4100 SPRING VALLEY RD, STE.1001 DALLAS, TX 75244 0:972-392.9092 F: 972-392-9192 FIRM NO. F-4373 I TBPLS 101633-00 TH D r 0 -------------- • TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001.00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 Um mu a Aledo Rd - PLAN _._VIEW N. T. S. -------------------- alt i N I a so a us a nu NATURAL GROUND I IThITI17I2 11 III I71IIIMII I TI -I I I-1 I I-1 11-1 -111=111=111E111 1 1 5. 38 FT P L /i LEGEND O Gas (QL-B) Test Hole Utility Profile \-11" Steel (Gas) Could not provide pipeline image due to ground material caving in on Test Hole (Field measurement token to top of facility) UTILITY CROSS-SECTION VIEW N. T. S. ADO 3t s::njrcnt f` 1'CO 1 .UD 1 TEST ' rt: E M 11a,.T• GAS .tr4•. 14 _z r LOCATION MAP Nor To SCALE eta -119 aswIRAMSY ALEDO RD r- .� PROJECT CONTROL: BENCHMARK INFORMATION: CP# MON 8516 N=6947274,64 E=2275012.35 ELEV:750.77' CPtt MON 6536 N=6948141.00 E=2278201.97 ELEV:750.15' SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD88 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 91' N OF ALEDO RD APPARENT ROW CL & APPROX. 46' W OF UARKUM RANCH RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6930938.61 EASTING: 2270650.42 GROUND ELEVATION: 818.65 FIELD MANAGER: PATRICK COMADORE DATE OF WORK: 09/28/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 11' STEEL (GAS) UTILITY OWNER: ENLINK MIDSTREAM UTILITY TYPE: GAS UTILITY SIZE: 11" I T.O.U. = 803.27 UTILITY MATERIAL: STEEL UTILITY CONDITION: MODERATE SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS: CLAY,SILT & ROCK P'` ese•eeeOF ee F i \e Amp es eOe qf,, /*e ,1\ e*/ •••i•eeeeeeeeeeeeeeooeteee / o99 sKo•0SeeccY eo o O • 0R••ee ••� -oe 96712 i/Vee�cpee•$5 Neea 4,<<\,;'!",$,Tei s il OL =" 9/2021 10/29/2021 6: 05: 29 PM TEST HOLE NO.: 6A CRIADO 4100 SPRING VALLEY RD, STE.1001 DALLAS, TX 75244 0: 972-392-9092 F: 972-392-9192 FIRM NO. F-4373 I TBPLS 101633-00 TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001.00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 TH 46A TN tt ) -- — -- r • • iimm.-----aw — Aledo Rd ------------------------ PLAN. VIEW 1 N. T. S. 111-111-111-111 —111—I11E11I • NATURAL GROUND iIIEII-111— H I I-1 I I-1 5. 83 FT 11" Steel (Gas) PL/i LEGEND Gas (QL-B) Test Hole 0 UtiIity Profile UTILITY CROSS-SECTION VIEW N. T. S. to.1te7 411scoff) 0 ralc IO-2% - 2O 2 t r.&lNO.Fn 0A 'J11,11r T.FL C7 L/�-_ 1!ATFHIAL Si-CCI_ Slzr I n�-'r11 5 A3 r "= r- - LOCATION MAP NOT TO SCALE IF ALEDO RD PROJECT CONTROL: BENCHMARK INFORMATION: CPtt MON 8516 N=6947274.64 E=2275012.35 ELEV: 750. 77' CP# MON 6536 N=6948141.00 E=2278201.97 ELEV: 750. 15' SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD88 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 224' N OF ALEDO RD APPARENT ROW CL & APPROX. 39' W OF MARKUM RANCH RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6931075.36 I EASTING: 2270614.25 GROUND ELEVATION: 817.64 FIELD MANAGER: ROBERT GODBOLT DATE OF WORK: 10/26/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 11" STEEL (GAS) UTILITY OWNER: ENLINK MIDSTREAM UTILITY TYPE: GAS UTILITY SIZE: 11" 811,81 UTILITY MATERIAL: STEEL UTILITY CONDITION: GOOD SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS: SAND,CLAY & ROCK AS NAM‘k `ssee e�seas± �ae' ee 1 °eeI * s e /\ e e *,,/ - e••sseeeeeeeeeeeeeeeeeteee / KELLY C. MONCRIEF / eeeasse99Qe------Y°°°°Y--- $ , �oe° 9 6 712 .ea �,�i +;F°0oCENS)He s °eeeneeo ZONAL At tktiS 10 9/2021 10/29/2021 6: 05: 33 PM TEST HOLE NO.: 7 Interceptor_COFW\07_DGN\078_SUE\Test Hole Dcto Sheets\TH 07,dan CRIADO 4100 SPRING VALLEY RD, STE.1001 DALLAS, TX 75244 0:972-392-9092 F: 972-392-9192 FIRM NO. F-4373 I TBPLS 101633-00 - 1 ammo ` - — - credo Rd 01. 1 - - -1111 (D)- - --PL1 (D)- 1 cc TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 1 5001. 00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 -d 1 TH #10 TH #8 \`o sm. ••�,. \ - - PLAN VIEW! N. T. S. r 0 1 .. i TH #7 1 H 1tl 1 tams I +49 PROJECT CONTROL: BENCHMARK INFORMATION: CPU MON 8516 N=6947274.64 E=2275012.35 ELEV:750.77' CPtt MON 6536 N=6948141.00 E=2278201.97 ELEV:750.15' _ P L 2 (i SURFACE ADJUSTMENT FACTOR: GRID -I 11-11 I-11 I-1 � NATURAL GROUND LEGEND EH WO_ E111-III-111-111 3, 94 FT O 10" Steel (Gas) Gas (QL-D) Test Hole Utility Profile UTILITY CROSS-SECTION VIEW N. T. S. VERTICAL DATUM: NAVD88 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX, 42' N OF ALEDO RD APPARENT ROW CL & APPROX. 283' E OF CHAPIN SCHOOL RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6931242.85 EAST!NG: 2276726.86 GROUND ELEVATION: 778.89 FIELD MANAGER: EUGUI CAMACHO DATE OF WORK: 09/30/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 10° STEEL (GAS) UTILITY OWNER: BARNETT GATHERING UTILITY TYPE: GAS UTILITY SIZE' 10" T. O, U. = 774,95 UTILITY MATERIAL: STEEL UTILITY CONDITION: MODERATE SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS: CLAY & ROCK gs OF T (i peeeeeeee F 3 ``_` `)„• ee�%iJ`,, �r e - e. ieeeeeeeeeeeeeeeeeeJ'eee KELLY C. MONCRIEF eeeeweeoacoaaeo.ee000.oeso 0ilo 4T%96712 ete<_ eee<Nc NSF.5°e`4'0 °oe.e.e.o° � 11/ ONAL ��� 10 9/2021 10/29/2021 6:05: 37 PM TEST HOLE NO.: 8 CRIADO 4100 SPRING VALLEY RD, STE.1001 DALLAS, TX 75244 0: 972-392-9092 F: 972-392-9192 FIRM NO. F-43731 TRPLS 101633-00 0 mI - N t U 0 0 4- 0 0 0 0 0 1- 0 1 0 0 0 0 0 0 L 0 4- a 0 L 0 U 0 0 0 J O O • O cc 7 - U w 0 7 0 4- 0 N cc —. Oil -1r1 (D)- _ _ • • 1 TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001.00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 (0)" 11 -d 1 i .PLAN VIEW! N. T. S. TH #8 13 r- CD 1 i N I _ T H 44 9 PROJECT CONTROL: BENCHMARK INFORMATION: CPU MON 8516 N=6947274.64 E=2275012. 35 ELEV: 750. 77' CP# MON 6536 N=6948141.00 E=2278201.97 ELEV:750.15' _ Pt_ SURFACE ADJUSTMENT FACTOR: GRID (C) NATURAL GROUND 111-111-11 E111 11 I=111-111-1III1— I I I —I 11-1 I I —I 1-1 11=1 11=1 11=11 5. 45 FT 12" Steel (Gas) LEGEND --PL1 (D)- Gas (QL-D) Test Hole 0 Utility Profile UTILITY CROSS-SECTION VIEW N. T. S. " .. . IF R15 00 1)) .I0 (1_ ✓:F `1 2`1-20.4d6 VERTICAL DATUM: NAVD88 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 172' N OF ALEDO RD APPARENT ROW CL & APPROX. 138' E OF CHAPIN SCHOOL RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6931393.76 EAST ING: 2276581.60 GROUND ELEVATION: 781.40 FIELD MANAGER: EUGUI CAMACHO DATE OF WORK: 09/29/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 12' STEEL (GAS) UTILITY OWNER: BARNETT GATHERING UTILITY TYPE: GAS UTILITY SIZE: 12" T.U. = 775.95 UTILITY MATERIAL: STEEL UTILITY CONDITION: MODERATE SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS: CLAY & ROCK fres";784 1 / ...eeeee• .s .eeeeeeteee 4 KELLY C. MONCRIEF 0 $-;96712 ONP :1,/ *t00:1 4 10 - 9/2021 10/29/2021 6: 05: 40 PM CRIADO 4100 SPRING VALLEY RD, STE.I001 DALLAS, TX 75244 0: 972-392-9092 F: 972-392-9192 FIRM NO. F-43731 TBPLS 101633.00 A/edo Rd `14'I (D) -PL l (U) _ 1i Is i 1 PLAN VIEW! N. T. S. TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001.00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 r TH lt10 TH #8 1 0 , - r 0 1 1 mime we es . TH U( TH #1 Yea TH U9 f3L2lf� TEST HOLE NO.: 9 LOCATION MAP NOT TO SCALE PROJECT CONTROL: BENCHMARK INFORMATION: CP# MON 8516 N=6947274.64 E=2275012,35 ELEV:750.77' CPIs MON 6536 N=6948141.00 E=2278201.97 ELEV: 750.15' SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD88 �fu=�-T1T 11 I I I-1 11=III=1 1I- =111-1I 1 I1-111-I NATURAL GROUND 1n1= =01 1 I I —I I I —III— I I= 1911=111-111=111 7. 00 FT Steel (Gas) LEGEND Gas (QL-D) Test Hole Q Utility Profile UTILITY CROSS—SECTION VIEW N. T. S. • ,• • CRIADO IK"'—'1ISOG(.0 r't' 1--50 202► ':Tnm i.rr G A 5 ,:..c:a.«_`,T[EL ,'.;- "t I .121 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 141' S OF ALEDO RD APPARENT ROM! CL & APPROX. 220' E OF CHAPIN SCHOOL RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6931063.48 I EASTING: 2276688.10 GROUND ELEVATION: 772.10 FIELD MANAGER: EUGUI CAMACHO DATE OF WORK: 09/30/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 6" STEEL (GAS) UTILITY OWNER: EMPIRE PIPELINE UTILITY TYPE: GAS UTILITY SIZE: 6" I T.O.U. = 765.10 UTILITY MATERIAL: STEEL UTILITY CONDITION: MODERATE SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS: CLAY & ROCK OF 1 =�:�ee se eeefr±44 C)e °° as*l 5/*71: oeeeeeeoeeeeee°ea®eec.o°o°a°C o°o o CRosEe'F°°� L 0 96712 e9iLi ,�����°15f:�CE'-e � `fit I CIe 2 ��1tol�c�� 10, 9/2021 10/29/2021 6:05:43 PM TEST HOLE NO.: 10 WW Interceotor_COFW\07_DCN\078_5UE\Test Hole Dato Sheets\TH_10.dOn 00_Dunawov_Aledo Rd \\fs1\doto\PROJECT\R15001 CRIADO 4100 SPRING VALLEY RD, STE.1001 DALLAS, TX 75244 0: 972-392-9092 F: 972-392-9192 FIRM NO. F-4373 I TBPLS 101633-00 _.41.1 __ • 0 THl� Aledo Rd wasp cc I 1' I r 1 PLAN VIEW! N. T. S. I TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001.00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 • (o) 1 - .-. C. ,• _ 'The -13 0 1 aft, a TH }4. ( >- T H 8 1 PL�(D) -- TH 1t9 PL 2 (f7 111-J11-r_111_ IF_ =1 11=1 I H 11=1 NATURAL GROUND `I I IMI I LT IMI T Iil =111=111=111=I 3. 90 FT 6" Stee I (Gas) LEGEND - -I'L I (U) Gas (QL-D) Test Hole Q Utility Profile UTILITY CROSS-SECTION VIEW N. T. S. CRIADO 001.06_ '37.54120zt_ PROJECT CONTROL: BENCHMARK INFORMATION: CP# MON 8516 N=6947274.64 E=2275012.35 ELEV:750.77' CP4 MON 6536 N=6948141.00 E=2278201.97 ELEV:750.15' SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD88 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 172' N OF ALEDO RD APPARENT ROW CL & APPROX. 131' E OF CHAPIN SCHOOL RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6931394.41 EASTING: 2276574.67 GROUND ELEVATION: 781.65 FIELD MANAGER: EUGUI CAMACHO DATE OF WORK: 09/30/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 6" STEEL (GAS) UTILITY OWNER: EMPIRE PIPELINE UTILITY TYPE: GAS UTILITY SIZE: 6" T.O.U. = 777,75 UTILITY MATERIAL: STEEL UTILITY CONDITION: MODERATE SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS: CLAY & ROCK Ila f \ eeeseeaae F \'eee a`ot'gJ. �I W -f' a *e /\ °aff *,/ e ee° KELLY C BMONCRIEF ,o�°°0 96712 tee CE ,I°es---oae° Cj ; k ONALtat �� K.0Q7ir,1to��.e 10/29/2021 10/29/2021 6: 05: •16 FM TEST HOLE NO.: 11 Interceptor_COFW\07_DGN\078_SUE\Test Hole Dctc Sheets\TH 11.dan 0 0 a 0 0 c O 0 0 0 0 tn f- 0 w 0 0_ a 0 0 V 0 w CRIADO 4100 SPRING VALLEY RD, STE.1001 DALLAS, TX 75244 0: 972-392-9092 F: 972-392-9192 FIRM NO. F-4373 I TBPLS 101633-00 TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001.00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 0 TH it1 —\ ///////:(_ Aledo Rd —IVI (0)- -- PL 1 (D)_- - • / • -P� Mb (0) j PLAN VIEW! 1 N. T. S. -o r —.. iS Me i MI TH 89 _PL2(Li NATURAL GROUND II I i l�I II IUE' 'I I II I I If -11 1E-E.111-111- 111-11 I-11 I-111 5, 1 7 FT 1 2" Stee I (Gas) LEGEND - -PL 1 (D) O Gas (QL-D) Test Hole Utility Profile UTILITY CROSS-SECTION VIEW N. T. S. 11!:CITY TYPt- A r1-74Rya1 Sfe e( 12. ALEDO RD LOCATION MAP NOT TO SCALE .s .,,r,�� , U • i i PROJECT CONTROL: BENCHMARK INFORMATION: CPU MON 8516 N=6947274.64 E=2275012.35 ELEV: 750.77' CP# MON 6536 N=6948141.00 E=2278201, 97 ELEV: 750. 15' SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD88 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 34' N OF ALEDO RD APPARENT ROW CL & APPROX. 283' E OF CHAPIN SCHOOL RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6931234.49 EASTING: 2276726.88 GROUND ELEVATION: 779.11 FIELD MANAGER: ROBERT GODBOLT DATE OF WORK: 10/20/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 12' STEEL (GAS) UTILITY OWNER: BARNETT GATHERING UTILITY TYPE: GAS UTILITY SIZE: 12" T. 0. U. = 773.94 UTILITY MATERIAL: UTILITY CONDITION: STEEL MODERATE SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS: CLAY & SILT NINMV iQeeeeeeee„lee.L l ri se �e•eeeeeeeeee�\eesoesete e� / KELLY C. MONCRIEF / _ oae000sao ee OYYe egos GPGOeee 96712 Q 04.1.Fc1`eCE4(5;4,0 NSee�r� eveeeoe air ONAL �41b- t"0"\ 10 9/2021 10/29/2021 6: 05: 50 PM TEST HOLE NO.: 13 Interceotor_COFW\07_DON\078_SUE\Test Hole Doto Sheets\TH_13.dan 3 3 0 0 a 0 c 7 0 0 0 0 u� 0 lil 0 cr 4- t 0: W CRIADO 4100 SPRING VALLEY RD, STE.1001 DALLAS, TX 75244 0: 972-392-9092 F: 972-392-9192 FIRM NO. F-43731 TBPLS 101633.00 X ►1 -0 roj 1 _ TH #13 0 1 -01 ruol • • • • ^1 01 11 11 11 11 1 1 11 11 1-0 1W 10 TH it 1 4 1 TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001.00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 Westridg -_---- PLAN VIEW N. T. S. • dm • LOCATION MAP ' NOT TO SCALE \NESTRIDG RO =Th=lEf_fl T 111=111=111—Ill —1 I 1-1 111=1111=1 NATURAL GROUND 111E111=111=111- 1=111=111=111=111 4, 70 FT 16" Steel (Gas) LEGEND - -PL3 (D)- Gas (QL-D) Test Hole 0 UtiIity Profile UTILITY CROSS — SECTION VIEW N. T. S. ' . CRIAD O ?R•Cf'£CT . R U CD& 1• 0 0 oa'r • 4 • c • ALEDO RD PROJECT CONTROL: BENCHMARK INFORMATION: CP# MON 8516 N=6947274.64 E=2275012.35 ELEV:750.77' CP# MON 6536 N=6948141,00 E=2278201,97 ELEV:750.15' SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD88 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX, 776' N OF ALEDO RD APPARENT ROW CL & APPROX, 2028' E OF MARKUM RANCH RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6932141.46 I EASTING: 2272503.02 GROUND ELEVATION: 803.01 FIELD MANAGER: ROBERT GODBOLT DATE OF WORK: 10/22/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 16' STEEL (GAS) UTILITY OWNER: ENERGY TRANSFER CO UTILITY TYPE: GAS UTILITY SIZE: 16" T.O.U. = 798.31 UTILITY MATERIAL: UTILITY CONDITION: STEEL MODERATE SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS; SILT AQe° p°°°e°eseTF t: se VP FA AOF °al /*e a*/ of/ eeeee.eeeeeeeeeeeeeeeeeteee / e QEQe o°C.° MONCRIEF %9671oo11414P1Or 2 4:g 17-k 10 1111/44:9/2021 10/29/2021 6: 05: 54 PM TEST HOLE NO.: 14 WInterceptor_COF'W\07_DCN\078_SUE\Test Hole Dote Sheets\TH_14.don 0 0 0 O 0 0 0 1 0 0 0 cr 0 w 0 a a 0 ,- 0 D CRIADO 4100 SPRING VALLEY RD, STE.1001 DALLAS, TX 75244 0: 972-392-9092 F: 972-392-9192 FIRM NO. F-4373 I TBPLS 101633-00 TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001. 00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 PLAN VIEW N. T. S. H I=L.-(11=1, 111111-111=11 E —11E1I1E111 NATURAL GROUND 1I11u11Iu1I hIill 1E111E111=111_=111 6. 04 FT 16" Steel (Gas) LEGEND --PL3(U)- Gas (QL-D) Test Hole 0 Utility Profile UTILITY CROSS-SECTION VIEW N. T. S. • Mrt ft°. b. •. C. •. ! • • ,•: !,1Th E ft- ,��: E 1`It(,IFeT# R )3-0n 1. D �° t.r�: 11.1 20 a ' =3 Tcsi H: u r m. 111 5.2 :rl LI III 'TY 1YPE(3AL) 19 `t4 f.7r FRIAI .J 11 1 - I I -6 .a_E_ — kg \ , • ci k • ., • 4 LOCATION MAP - ` r NOT TO SCALE WESTRIDGE\ 1 ALEDO go 4 PROJECT CONTROL: BENCHMARK INFORMATION: CP# MON 8516 N=6947274.64 E=2275012.35 ELEV:750.77' CPU MON 6536 N=6948141.00 E=2278201.97 ELEV:750.15' SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD88 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 779' N OF ALEDO RD APPARENT ROW CL & APPROX. 2039' E OF MARKUM RANCH RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6932145.68 EASTING: 2272513.32 GROUND ELEVATION: 803.43 FIELD MANAGER: EUGUI CAMACHO DATE OF WORK: 10/22/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 16" STEEL (GAS) UTILITY OWNER: ENERGY TRANSFER CO UTILITY TYPE: GAS UTILITY SIZE: 16" T.O.U. = 797.39 UTILITY MATERIAL: STEEL UTILITY CONDITION: MODERATE SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS: SILT ie lit eeeoeeeee AV ce, roe e o°seeseeee ee\eeeeeeeteee 4 e000 oL a°0o:Oo oRosv.r , oe 96712°4Qf neelN‘cE°(�.NSCSI/ 74 Jae°eae°°1 1 ONAL4 169_,‘"7",(fu'c' 1049/2021 10/29/2021 6: 05: 57 PM TEST HOLE NO.: 15 Dote Sheets\TH_15.don 0 0 LO 0 1- w N op 0 / Z 0 0 0 7 t 0 4- O c 0 0 O 3 0 c 0 0 • CRIADO 4100 SPRING VALLEY RD, STE.1001 DALLAS, TX 75244 0: 972-392-9092 F: 972-392-9192 FIRM NO. F-4373 I TBPLS 101633-00 TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001.00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 • • -o r� w1 d l —0 r r w w t1 -r. .�• •— - 'f ' ow. ',•�- • TH 1t15 PLAN VIEW N. T. S. -W1 t01- --— N 111=111-111=1111 -I I 1=1111=11 11=1 NATURAL GROUND =1 I 1=1 11=I I 11L I119I1=1II-III- =111-I I I-111-H 9.04 FT LEGEND O Apparent Top of Pipe per field investigation (Could not confirm top of pipe Water (QL-B) Test Hole at existing Test Hole) \ Utility Profile 96" Steel (Water)(Size shown per Plans) UTILITY CROSS-SECTION VIEW N. T. S. _i 1Cvr%t6LCa /1). Ii VIM l E f i rvf+t- =, is 3 ZL. q - CI0y 4. LOCATION MAP NOT TO SCALE !r` 1 PROJECT CONTROL: BENCHMARK INFORMATION: CP# MON 8516 N=6947274.64 E=2275012.35 ELEV:750.77' CP# MON 6536 N=6948141.00 E=2278201.97 ELEV:750.15' SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD88 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX, 17' S OF ALEDO RD APPARENT ROW CL & APPROX, 2204' E OF MARKUKI RANCH RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6931394. 03 EASTING: 2272855.06 GROUND ELEVATION: 804.72 FIELD MANAGER: ROBERT GODBOLT DATE OF WORK: 10/26/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 96' STEEL (WATER) UTILITY OWNER: TRWD UTILITY TYPE: WATER UTILITY SIZE: 96" T. O. U. = 795.68 UTILITY MATERIAL: STEEL UTILITY CONDITION: GOOD SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS: SAND,CLAY & ROCK eeeeeeeOlt i�%009 ee�g , irV`'' esICe IN 99▪ * illy 0 0ssssseeeeeoeoeeeeeoeeetleee 0' 0060906609 eeose o ssekess le 0 96712 <i6gr QIiChntfri � al 10/9/2021 10/29/2021 6: 06: 01 PM cc 0 0 0 0 0 0 0 • 0 7 H 0 w 0 a 0 0 0 i CRIADO 4100 SPRING VALLEY RD, STE.1001 DALLAS, TX 75244 0: 972-392-9092 F: 972-392-9192 FIRM NO. F-4373 I TBPLS 101633-00 TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001.00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 TH ##5 TH #16 PLAN VIEW N. T. S. NATURAL GROUND 111=17-iN1,i,'=lTf-f �r TTI17 III —III —III —III I T I —III —III —I 11- -1 I I-1 I I1 I i-1' I-1 I I-1 T I-1 I I-1 Stee I (Gas) LEGEND Test Hole Utility Profile UTILITY CROSS-SECTION VIEW N. T. S. CRIA 2, ntYfC2rTi _g� ��15oUi ,.00 s �.L ��NYf0 7. _1 TEST HOLE NO.: 16 LOCATION MAP NOT TO SCALE BENCHMARK INFORMATION: SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD88 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 1277 N OF ALEDO RD APPARENT ROW CL & APPROX. 3455' W OF MARKUIJ RANCH RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6933135.87 EAST ING: 2266840.86 GROUND ELEVATION: 853.12 FIELD MANAGER: ROBERT GODBOLT DATE OF WORK: 10/22/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 4" STEEL (GAS) UTILITY OWNER: BARNETT GATHERING UTILITY TYPE: GAS UTILITY SIZE: 4" T.O.U. : 847.60 UTILITY MATERIAL: STEEL UTILITY CONDITION: SURFACE MATERIAL: SOIL CONDITIONS: MODERATE NATURAL GROUND SILT & ROCK S \ sBseeeees4: oe* #�/ e * esseeeeeeeeeseeeseeeeetees 0 KELLY C. MONCRIEF O ec°°°ee°see°eaee°e°°°° , - Wes 96712 °•° zkj 0�'`(�F` • 2E N SC ee \4'a °e°e°°ee° 11kkONAI._`e 10 9/2021 S moo° or*: of*: 10/29/2021 6: 06: 04 PM TEST HOLE NO.: 17 0 0 K i 0 w 0 cc 2 7 0 0 i N 4- CRIADO 4100 SPRING VALLEY RD, STE.1001 DALLAS, TX 75244 0:972-392.4092 F: 972-392-9192 FIRM NO. F-4373 I TBPLS 101633-00 TH #4 Ned° Rd ray: sp:ozgy --.-- TH #1 8 —/ TH #17 TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001.00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 0 0 1 a_ 11 a 11 PLAN VIEW N.T.S. • • • • • • i N • • LE •RD LOCATION MAP NOT TO SCALE • PROJECT CONTROL: i N I BENCHMARK INFORMATION: CPtt MON 8516 N=6947274.64 E=2275012.35 ELEV:750.77' CPtt MON 6536 N=6948141.00 E=2278201.97 ELEV:750.15' SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD88 NATURAL GROUND III=I IL=111=111 11=1 11—I I I —III- 111-111-11I-III 5.70 ET PLi Steel (Gas) TH-18 4" Steel (Gas) TH-17 LEGEND Gas (QL-D) Test Hole 0 Utility Profile UTILITY CROSS-SECTION VIEW N. T. S. LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 30' N OF ALEDO RD APPARENT ROW CL & APPROX. 3711' W OF MARKUM RANCH RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6931881.05 1 EASTING: 2266764.30 GROUND ELEVATION: 881.41 FIELD MANAGER: ROBERT GODBOLT DATE OF WORK: 10/20/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 4" STEEL (GAS) UTILITY OWNER: BARNETT GATHERING UTILITY TYPE: GAS UTILITY SIZE: 4" I T.O.U. = 875.61 UTILITY MATERIAL: STEEL UTILITY CONDITION: MODERATE SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS: ROCK r• .•.• .4 .- - • . ,- . •. i \ o s titi0 • r • !!�! !!V• ! • t. •eV.♦ • r 01. y44 0A;+-s� • ab 41 .• '_ CRIAD0 F_,y£`sk_Sj Si Q 1_ o o _ - lirl E' 21)- .f.V oh! _ 1=Q C 8 17ST*01.tk- L1 tC_- say_ i_t— — - - - o.l'lrl_ SL80 --- - - - rat • K r1 1c4 - "' 7-1 } L. �' ee OF ®sale t Ar `° °9J, II ' * ee AN sae * /*e �� e * r / eeeeeeeeeeeoeeeeeeeoeeteee 0 KELLY C. MONCRIEF 0 e°eaeeseee°eee°eeeeoeeeeee / $T%9S7l2 °<vv. �i tF°��cENS�e° \ s °°eeeeeee°° i1 ONALE-�� 10/ 9/2021 10/29/2021 6: 06: 08 PM TEST HOLE NO.: 18 WW Interceptor_COFW\07_DGN\078_SUE\Test Hole Dato Sheets\TH_18.ccn \\fs1\doto\PROJECT\R15001.00_Dunawav_Aledo Rd. • swam CRIADO 4100 SPRING VALLEY RD, STE.1001 DALLAS, TX 75244 0:972-392-9092 F: 972-392-9192 FIRM NO. F-4373 I TBPLS 101633-00 TH #4 t fah- h h �A '/edo Rd `~' -L-iLJ 40 TH #18 IH 417 TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001.00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No 103414 r -- ti 11 11 11: PLAN. VIEW N, T, S. • • .` • • • • •• • • • • LOCATION MAP NOT TO SCALE PROJECT CONTROL: BENCHMARK INFORMATION: CPU MON 8516 N=6947274.64 E=2275012.35 ELEV:750.77' CPU MON 6536 N=6948141.00 E=2278201,97 ELEV:750.15' SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD8B NATURAL GROUND 111E111E111=1111= 171E11 E111=1111- -11 I -I 1 I-t 1 I- 1E11 I -I 1 I-11 I -I 11 5, 80 FT 11 5. 70 FT " Steel " Steel LEGEND - " I'L) (D) Gas (QL-D) (Gas) TH-18 (Gas) TH-17 O Test Hole Utility Profile UTILITY CROSS-SECTION VIEW N. T. S. • • • LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 31' N OF ALEDO RD APPARENT ROW CL & APPROX. 3710' W OF MARKIN RANCH RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6931881.57 EASTING: 2266764.40 GROUND ELEVATION: 881.38 FIELD MANAGER: ROBERT GODBOLT DATE OF WORK: 10/20/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 4" STEEL (GAS) UTILITY OWNER: BARNETT GATHERING UTILITY TYPE: GAS UTILITY SIZE: 4" I T.O.U. = 875.68 UTILITY MATERIAL: STEEL UTILITY CONDITION: MODERATE SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS: ROCK CRIADO -r, �3 h150Ul.ao :Z JJ�� 1 1 -4 Urture DME. ,V. 2O ." 20 � / :79 ..�:1 =s 'swum_ C)tCC.I 2-4 R � E__i1_ 2 ,_)f;. atom 5 to :ti ,.., - �'`. IFB 1. , =Q PRC); FCT a °' TFf,T 1{OLE I h (1/rr •1.. •: ..r .".1 ��\\�`11� 0 \ eee1sesee .`Pave 04,4 b 411, I *e �� se 0••••eeeeeeesee eeoeeee tees o saace000aoo o � oaoRoeF s os� _tote o° 9 6 712 e� ��i O�I�"��°lQ �E NS,��`e��� oeoeo G 444: gsr 10/'29/2021 10/29/2021 6: 06: 1 1 PM TEST HOLE NO.: 19 Interceptor_COFW\07_DCN\078_SUE\Test Hole Dote Sheets\TH_19.don 00_Duncwcv_Aledo Rd. \\fsl\dato\PROJECT\R15001 C RIADO 4100 SPRING VALLEY RD, STE.I001 DALLAS, TX 75244 0: 972-392-9092 F: 972-392-9192 FIRM NO. F-4373 I TBPLS 101633-00 TEST HOLE DATA SHEET QUALITY LEVEL "A" PROJECT: 15001.00 CITY OF FORT WORTH WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION CITY PROJECT No. 103414 TH tt19 PLAN VIEW N. T. S. 111=111-111-111 —11 I—III=III=1 NATURAL GROUND =1117a i117-17 11 1=111=111=111=111 1=1 11=1 11=1 5. 85 FT 12" Stee I (Gas) LEGEND — ILL i O Gas (QL-B) Test Hole Utility Profile UTILITY CROSS-SECTION VIEW N. T. S. PROJECT CONTROL: BENCHMARK INFORMATION: CPtt MON 8516 N=6947274.64 E=2275012.35 ELEV:750.77' CP8 MON 6536 N=6948141.00 E=2278201.97 ELEV:750.15' SURFACE ADJUSTMENT FACTOR: GRID VERTICAL DATUM: NAVD88 LOCATION: (PER TARRANT COUNTY GIS PARCEL MAP) APPROX. 1277 N OF ALEDO RD APPARENT ROW CL & APPROX. 3462' W OF MARKUM RANCH RD APPARENT ROW CL UTILITY STATION/OFFSET: N/A NORTHING: 6933137.26 EASTING: 2266834.22 GROUND ELEVATION: 853.30 FIELD MANAGER: ROBERT GODBOLT DATE OF WORK: 10/25/2021 UTILITY INFORMATION DESCRIPTION: LOCATED 12' STEEL (GAS) UTILITY OWNER: BARNETT GATHERING UTILITY TYPE: GAS UTILITY SIZE: 12" T, O. U. = 847.45 UTILITY MATERIAL: STEEL UTILITY CONDITION: GOOD SURFACE MATERIAL: NATURAL GROUND SOIL CONDITIONS: SAND,CLAY & ROCK T( �1i '` eeaessesee°C �*e �\ e* / 0 eeeeeeoeoeoeeeeeeeeeeoteee / fKELLY C. MONCRIEF 0 ee°°eece°eeeeeee°eeee°e°°a / A1L 4T96712 site i�i °eeeee°e®�\G 14 ‘,. tAktt) 9/2021 10/29/2021 6: 06: 15 PM GC-6.06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 FORT WORTH„ City of Fort Worth Business Equity Division INSTRUCTIONS TO BIDDERS ABOUT THE BUSINESS EQUITY GOAL Bid number: Business Equity Goal: It is the policy of the City of Fort Worth to ensure the full and equitable utilization of Business Equity Firms when appropriate, in the procurement of all goods and services. When a Business Equity Goal is established for a bid, it means that the City of Fort Worth believes that there are Business Equity Firms available that can provide goods or services requested by the bid. The Business Equity Goal for Bid number is %. This means that the City believes that there are available Business Equity Firms that can provide goods or services required by this bid and therefore, % of the Bidder's awarded amount must be spent with a Business Equity Firm. All requirements and regulations stated in the City's current Business Equity Ordinance #25165-10-2021 apply to this bid. Definitions are at the end of this document. Because a Business Equity Goal has been established for this bid, in order for your bid to be considered, a Bidder must satisfy one (1) of the conditions below. A. Commit to Meet or Exceed the Business Equity Goal Hire Business Equity Firm(s) to provide goods or services and spend at least the goal amount with the Business Equity Firm(s). Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Equity Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: Submit the following two (2) forms: a. Utilization Plan b. Letter(s) of Intent B. Prove a Good Faith Effort Show attempt to hire Business Equity Firms to meet or exceed the goal, but was unsuccessful. This can occur in two (2) ways: 1) Bidder proposes a smaller Goal Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Equity Division website Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: Submit the following three (3) forms: a. Utilization Plan b. Letter(s) of Intent c. Good Faith Effort 2) Bidder proposes a 0% Goal Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Equity Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: If unsuccessful, submit Good Faith Effort Form. Please see Ordinance §20-370 (gi page for requirements of an acceptable Good Faith Effort. C. Prove that the Bidder Can Perform the Service and Provide all Materials on the Project as the Prime Contractor Bidder must show that the Bidder is providing all of the goods and services through their own company and that there are no goods or services provided by a third party or an affiliate. Bidder will not purchase any supplies or inventory from a third party. Step 1: Must submit Prime Contract Waiver Form D. Create a Joint Venture with a Business Equity Firm At least one or both of the firms must be a Business Equity Firm Step 1: Must submit Joint Venture Form DEADLINE TO SUBMIT REQUIRED DOCUMENTS AND FORMS Bidders must submit sealed b'ds to be opened at the date, t'me, and place stated in the solicitation for the public opening of bids. Faxed copies will not be accepted. FREQUENTLY ASKED QUESTIONS 1. If I am Business Equity Firm, can I count my performance of the bid? Answer. A Business Equity Prime Contractor can count its self -performance towards meeting the Business Equity Goal for the assigned North American Industry Classification System (NAICS) commodity codes on its Minority Business Enterprise (MBE) or Women Business Enterprise (WBE) certification. 2. What if I am a Business Equity Firm, but I am unable to self perform all work or provide all of the goods under the bid, can I count my performance under the Bid? Answer. If the Business Equity Prime cannot self -perform all of the work, it will be accountable for subcontracting with certified firms to meet the overall goal. Business Equity Firms that qualify under the "Significant Business Presence" definition may count in the Program upon approval of DVIN-BE. 3. This bid does not have a set amount that the City will purchase from the Awarded Bidder, how do I complete the form? Answers: a. For a low bid procurement, the lowest bidder shall submit a Utilization Plan no later than 2:00 PM on the third business day after bids are opened detailing all Subcontractors the Contractor intends to utilize in its performance of a Contract. Contractors that are Business Equity Firms may count their self -performed services towards meeting a Business Equity Goal. b. For a Best Value procurement, all bidders who wish to be considered for evaluation scoring shall submit a Utilization Plan by 2:00 PM on the third business day after the bids are opened detailing all Subcontractors the Contractor intends to utilize in its performance of a Contract. Contractors that are Business Equity Firms may count their self -performed services towards meeting a Business Equity Goal. c. Non-compliance. If the lowest bidder for a low bid procurement or any bidder for a Best Value procurement does not timely submit its Utilization Plan with the required documents, that bidder will be deemed Non -Responsive. For a low bid procurement, the City will notify the next lowest bidder who shall then submit a Utilization Plan with required documents no later than 2:00 PM on the third business day after the bidder receives notification. This process will be followed until a bidder submitting the required documents is selected. DEFINITIONS Business Equity Firm means an Independent Firm that is a Certified minority- and/or women -owned business enterprise (M/WBE) with a Significant Business Presence in the City's Marketplace. Business Equity Goal means a calculation prepared by the DVIN-BE that includes all the following factors: the detailed cost estimate of the work to be performed, or goods purchased; the 6-county Marketplace; the availability of Business Equity Firms and non -Business Equity Firms in the Marketplace determined ona Contract -by -Contract basis; and the subcontracting/supplier opportunities of each project. Certified means those firms identified by the North American Industry Classification System (NAICS) that have been determined to be a bona fide MBE or WBE by the North Central Texas Regional Certification Agency (NCTRCA), the Dallas/Fort Worth Minority Supplier Development Council (DFW /MSDC), Women's Business Council -SW (WBCS), Texas Department of Transportation (TxDOT) or another certifying agency that the DVIN-BE may deem appropriate and accepted by the City of Fort Worth. DVIN-BE means the City's Department of Diversity and Inclusion — Business Equity Division Good Faith Efforts means the actions undertaken by a Contractor and approved by DVIN-BE as described inthe Business Equity Ordinance §20-370 (g). Joint Venture means a business entity formed by two or more independent Persons for the purpose of pursuing a common objective, such as a prime contract. The resulting business entity has additional resources and capacity, enhancing its ability to compete for larger awards. A joint venture is generally characterized by shared ownership, shared returns and risks, and shared governance. In a joint venture, the prime managing partner holds 51 % or more interest in the business. Partner(s) hold less than 51 % interest but in most cases, not less than 20%. Marketplace means the geographic area as defined by the City's most current Disparity Study (i.e., Tarrant, Dallas, Denton, Johnson, Parker and Wise counties). Responsive means that a Person is compliant with the requirements of the Business Equity Ordinance. Significant Business Presence means a Person (1) which has its principal place of business located inside the Marketplace; (2) which has its principal place of business located outside the Marketplace but has been verified to be in existence for a minimum of 24 months and from which at least 20% of the business's workforce is based in the Marketplace. or (3) which has cumulative business receipts greater than $1,000,000 for work done in the Marketplace since January 1, 2013. Utilization Plan means the list of Business Equity Firms that a Contractor commits will be utilized to meet the Business Equity Goal for a specific project, the scopes of the work and the dollar values or the percentages of the work to be performed. VIOLATIONS AND SANCTIONS 1 Failure to comply with the City's Business Equity Ordinance will result in the bid being considered "Non -Responsive." 2. Failure to submit the required Business Equity forms and documentation will result in the bid being considered non -responsive and a "written warning" letter that may impact the Offeror's evaluation scoring on future City bid opportunities for up to 12 months, refer to Ordinance §20-373 on VIOLATIONS AND SANCTIONS for continued offenses or failures to comply. If you have any questions, contact Department of Diversity & Inclusion, Business Equity Division Email: DVIN_BE@fortworthtexas.gov I Phone: 817-392-2674 FORT WORTH, Joint Venture Page 1 of 3 CITY OF FORT WORTH M/WBE Joint Venture Eligibility Form All questions must be answered; use "N/A" if not applicable. • Name of City project: A joint venture form must be completed on each project RFP/Bid/Purchasing Number: 1. Joint venture information: Joint Venture Name: Joint Venture (lf applicable) Address: address: Telephone: Facsimile: E-mail Cellular: Please attach extra sheets if additional space Identify the is required firms to provide that joint comprise detailed venture explanations the joint venture: of work to be performed by each firm comprising the name: M/WBE firm Non-M/WBE name: firm Business Address: Business Address: City, State, Zip: City, State, Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the M/WBE: the scope of work of the non-M/WBE: Describe Rev. 2/13/19 Joint Venture Page 2 of 3 3. What is the percentage of M/WBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement Profit and loss sharing: Capital equipment: contributions, including Other applicable interests: ownership 6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial (to include decisions Account Payable and Receivable): Management a. Estimating decisions: b. Marketing and Sales c. Hiring personnel and Firing of management d. Purchasing and/or supplies of major equipment Supervision of field operations The City's Business Equity Division will review your joint venture submission and will have final approval of the M/WBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's Business Equity Division immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's Business Equity Ordinance 25165-10-2021 . Rev. 2/13/19 Joint Venture Pa 3 of 3 The necessary agree herein. The venture for termination The of the joint provision venture's statements Name of MBE undersigned affirms to identify and to provide to the joint City also reserves is eligible. Failure of the eligibility undersigned agree venture by any are true of the joint of work, information information owners the City which may State Name of and correct and include all material information venture. Furthermore, the undersigned shall files this false AFFIDAVIT that the foregoing statements explain the terms and operation venture the stated scope the right to request any additional to cooperate and/or provide requested decision -making responsibilities and payments deemed necessary to determine if the joint within the time specified is grounds and examination of the books, records and process. to permit audits, interviews with authorized representatives of of Fort Worth. Failure to comply with be awarded under the provisions of this joint and/or Local laws/ordinances concerning non -MBE firm shall result in the termination of any contract, eligibility and may initiate action under Federal, or willful misrepresentation of facts. firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of County of On this day of and , 20 , before me appeared to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (seal) Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 Rev. 2/13/19 FORT WORTH City of Fort Worth Business Equity (MIWBE) Specifications Prime Contractor Waiver Form ATTACHMENT 1 B Page 1 of 1 OFFEROR COMPANY NAME: Check applicable block to describe Prime PROJECT NAME: M/WBE NON-MWBE BID DATE City's MBE Project Goal: 0/0 Offeror's MBE Project Commitment: PROJECT NUMBER If both answers to this form are YES, do not complete ATTACHMENT 1 C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00 p.m., on the second City business day after bid opening, exclusive of the bid opening date, will result in the bid being considered non -responsive to bid specifications. Will you perform this entire contract without subcontractors? If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. YES NO Will you perform this entire contract without suppliers? If yes, please provide a detailed explanation that proves based on the size and scope of this YES project, this is your normal business practice and provide an inventory profile of your business. NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including certified M/WBE(s) on this contract, the payment thereof and any proposed changes to the original M/WBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the M/WBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name (if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Phone: (817) 392-2674 Rev. 3/13/2022 I-ZOZ/ L 0/ 60 ani100}}3 cn733cm cno'1:3(D 'C 0 ED O C -J (D c (n 3 �(I)0o�, * c 0cnRCM (D S tic O (D r 0 (SD -� m -I 13 - 0 re O O C -71 N h_ o ID SSO C O v (D z ��a 3r- O c Q FDP C O yo S co 0 o O -. a-,,�� 3 'Cp ❑ 0) o (D 'c mW . o"0 W , a 9aa3ic.°. 3 o -1 e, a n o 0 .. 0 v C ADin =I CO MI (D -' - (on 7 3 ('+D o • O OI O 0) 0) OZ (SD CO m CD C CD 10 - n <•1 - 13 °Rca� ❑ O a -1 m"moo OO1� O Co� (l (D o (D cn C 0) (D r Q rff 0r03 r+c-(13-Cap Om cn c (5' O O (D C' N 0) N (0D (D O 0 O a 0 O C C o 0 3 S 0 S 00 1 _ (Dc (D 0 3 3 ▪ C" ( a) n o �. o W (D O o pp oo a) 0) • 0 cn ▪ Nac0 0720 (D (D S cv cn n o U) 0 (on f• ,y 30'-'0 s O0 00 5• 0 3 — 0 w 0 0S 0 co 0 0 ID O (D 0o c =; ccn a a nai o CD CD c o . 0 0 a) a)"' O N ui n (D r4Jo�rt C. 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CO 0 c cn.CD 0 0 ma c kic cn o • CD st co 3. a. 0 O w. 4 cD LeRa o 0 Q) 0 co 5 o cn (D cc co CT cn 3 v —cn O ea O (D cn a v � c co 3 m o`0C a v' a- -. 0 <' 3- cp co CAD : O h 0 -h UM .10.J8J4O/0wiad ayl 0 3) (D d 0 (aD 0 0 cn 0 0) rt 0 cn rt 0 a oc 0' c c ti a S Cla 0 —1 3) —1 -I —I 1 3) ° ea Dollar Amount of Non -Business Equity Subcontractors/Suppliers Dollar Amount of Dollar Amount of Certified ri r n R AMOUNT 01 Business Equity (or C CERTII Prime/Offeror Services towards contract goal m a X co m E m d r -a L SUBCONTRA o ble) Subcontractors/Suppliers O IRS/SUPPI r tx FORT WORTH® City of Fort Worth Business Equity Division Good Faith Effort Form ATTACHMENT 1C Page 1 of 4 PRIME/OFFEROR COMPANY NAME: Check applicable box to describe Prime/Offeror's Certification PROJECT NAME: Business Equity Firm Non -Business Equity Firm BID DATE Business Equity Goal: % Offeror's Business Equity Goal Commitment: yo PROJECT NUMBER If the Offeror did not meet or exceed the Business Equity Goal for this project, the Prime/Offeror must complete this form. If the Prime/Offeror's method of compliance with the Business Equity Goal is based upon demonstration of a "Good Faith Effort", the Prime/Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 10 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Prime/Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the third City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. Exception: CFA, ICA, and CDBG projects, documents will be submitted to the City Project Manager if publicly bid or to the Developer if privately bid. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a Business Equity firm or non -Business Equity firm. (DO NOT LIST NAMES OF FIRMS). On all projects, the Prime/Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Effective 03/15/2022 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current (not more than two (2) months old from the bid open date) list of Business Equity subcontractors and/or suppliers from the City's Business Equity Division. Yes No Date of Listing 3.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? nYes (If yes, attach list to include name of Business Equity firm, person contacted, phone number and date and time of contact.) No 4.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by fax, exclusive of the day the bids are opened? • Yes (If yes, attach list to include name of Business Equity firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" documentation may render the n No GFE non -responsive.) 5.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at (east ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? Yes (If yes, attach email confirmation to include name of Business Equity firm, date and time. In addition, if an email Is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the • NO email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the GFE non -responsive.) NOTE: The three methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Prime/Offeror must document that either at (east two attempts were made using two of the three methods or that at least one successful contact was made using one of the three methods in order to deemed responsive to the Good Faith Effort requirement. NOTE: The Prime/Offeror must contact the entire Business Equity list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 thru 5. i 6.) Did you provide plans and specifications to potential Business Equity firms? Yes n No 7.) Did you provide the information regarding the location of plans and specifications in order to assist the Business Equity firms? nYes No Effective 03/15/2022 ATTACHMENT IC Page 3 of 4 8.) Did you prepare a quotation for the Business Equity firms to bid on goods/services specific to their skill set? I Yes (If yes, attach all copies of quotations.) ❑ No 9.) Was the contact information on any of the listings not valid? (If yes, attach the information that was riot valid in order for the Business Equity Division to address n Yes the corrections needed.) No 10.) Submit documentation if Business Equity firms quotes were rejected. The documentation submitted should be in the firms forms of an affidavit, include a detailed explanation of why the Business Equity firms was rejected and any supporting documentation the Prime/Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Prime/Offeror will provide for confidential in -camera access to an inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain Business Equity firm participation on this protect. The Prime/Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Prime/Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. A Prime/Offeror who intentionally and/or knowingly misrepresents material facts shall be Debarred for a period of time of not less than three (3) years. Effective 03/15/2022 ATTACHMENT IC Page 4 of 4 The undersigned certifies that the information provided and the Business Equity firms listed was/were contacted in good faith. It is understood that any Business Equity firms listed in Attachment IC will be contacted and the reasons for not using them will be verified by the City's Business Equity Division. Authorized Signature Printed Signature Title Contact Name and Title (if different) Company Name Phone Number Address Email Address City/State/Zip Date Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Phone: (817) 392-2674 Effective 0311512022 FORT WORTH,.: Business Equity Division LETTER OF INTENT PROJECT # BID # (If Applicable Please Check One) Amendment ❑ Change Order [ A. Business Equity Sub-Contractor/Consultant Information: A certified Business Equity firm is owned by a Minority or Woman Business Enterprise (MIWBE) [Pursuant to the City of Fort Worth's Business Equity Ordinance, certified Business Equity firms participating under the Ordinance must be certified prior to recommendation of award in order to be counted towards the Business Equity contract goal. Certifying agencies acceptable by the City: North Central Texas Regional Certification Agency (NCTRCA), Dallas/Fort Worth Minority Supplier Development Council, Inc. (DFW MSDC), Women's Business Council - Southwest (WBCS), or the Texas Department of Transportation (TXDOT). Note: For Federally -Funded projects the firm must be certified as a Disadvantaged Business Enterprise (DBE) by the NCTRCA and/or TXDOT only.] All Fields are Required - Do not leave blank. 1. Name of Project: 2. Name of Offeror/Prime Contractor: 3. Name of Business Equity Firm' Address: Firm Contact Name/Phone: 4. The undersigned is prepared to perform the following described work and/or supply the material listed in connection with the above project (where applicable specify "supply" or "install' or both): NAILS Code: In the amount of $ (Owner/ Authorized Agent) Type or Print Name (Name of Certified Business Equtiy Firm) (Signature of Owner /Authorized Agent of Certified Business Equity Firm) (Date) (Email Address) (Phone Number) B. Affidavit of Offeror/Prime I HEREBY DECLARE AND AFFIRM that am the duly authorized representative of (Owner/Authorized Agent) and that I have personally reviewed the material and facts (Name of Offeror/Prime) set forth in this Letter of Intent. To the best of my knowledge, information and belief, the facts in this form are true, and no material facts have been omitted. Pursuant to the City of Fort Worth's Business Equity Ordinance, any person/entity that makes a false or fraudulent statement in connection with participation of a certified firm in any City of Fort Worth contract may be referred for debarment procedures under the City of Fort Worth's Business Equity Ordinance. I do solemnly swear or affirm that the signatures contained herein and the information provided by the Offeror/Prime are true and correct, and that I am authorized on behalf of the Offeror/Prime to make the affidavit. (Owner/ Authorized Agent) Type or Print Name (Name of Offeror/Prime) (Signature of Owner/Authorized Agent) (Date) (Email Address) (Phone Number) Department of Diversity and Inclusion Business Equity Division Email: DV1N_BEO ice@fortworthtexas.gov Ph•R17_20t_7F7d Effective 01/01/2021 Revised. 6-8-21 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20,52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14 32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 1 CITY PROJECT NO: 103414-1 TARRANT COUNTY UTILITY PERMIT (TO BE COMPELTED AND MAINTAINED BY CONTRACTOR) Precinct #: UTILITIES COMPANY PERMIT Date: Permit #: Firm Name: Contact Person: Address: Phone: Fax: Is hereby permitted to work within the Tarrant County R.O.W. (Right -of -Way) in accordance with the Tarrant County Transportation Services Departments provisions and specifications. LOCATION OF PROPOSED WORK (WITH MAPSCO #:) (Attached layouts as necessary) DESCRIBE PROPOSED WORK IN DETAIL* (Attach additional sheets if necessary.) SPECIAL INSTRUCTIONS: 1. Submit permit and all necessary documentation to Jeremy Duskin at jfduskin@taffantcounty.com 2. Roads are to be bored and not open cut. 3. Contact Richard Hatcher at (817) 266-7817, 24 hours PRIOR to working in the County right-of-way. 4. This permit is valid for 30 days from the above written date. A new permit is required if the project is delayed or extended. 5. Please re-establish vegetation after work is completed (i.e. hydromulch, sod, mulch w/ seeding, etc.). Transportation Services Department Signature of Firm Name Representative Printed Name of Firm Name Representative TxDOT UIR PERMIT AV r I% # VAL Online version 11/2005 To Pratima Poudyal City of Fort Worth 300 W 10th Street Fort Worth, TX 76102 Date 10/26/2022 Application No. FTW20211026134935 District App. No. 220S-WL-FM2871-22 Highway FM 1187 Control Section 229102 Maintenance Section South Tarrant County Tarrant TxDOT offers no objection to the location on the right-of-way of your proposed utility installation, as described by Notice of Proposed Utility Installation No. FTW20211026134935 (District Application No. 220S-WL-FM2871-22) dated 10/26/2022 and accompanying documentation, except as noted below. Tarrant A COPY OF THIS PERMIT IN ITS ENTIRETY MUST BE ON SITE AT ALL TIMES! Contractor is required to contact TxDOT Traffic Operations group at 817-370-3664 prior to beginning and excavation work in the area of existing utilities. The Utility Owner is to send a Conduct Inspection action with the On -Site Contractor's contact information through the UIR website 48 hours prior to commencing work. CONTRACTOR is to contact Inspector John Castaneda at Cell 817-240-0545 with his 48-hour Notice and TCP submission from the most recent edition of the TCPs Standards * 48 hours prior to commencing work. Utility Owner Shall Not cut into pavement or rip rap without WRITTEN APPROVAL from TxDOT. *Link to the most recent TCPs Standards: http://www.dot.state.tx.uslinsdtdot/orgchart/cmd/cserve/standard/toc.htm When installing utility lines on controlled access highways, your attention is directed to governing laws, especially to Texas Transportation Code, Title 6, Chapter 203, pertaining to Modernization of State Highways; Controlled Access Highways. Access for serving this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, (c) trails along or near the highway right-of-way lines, connecting only to an intersecting roads; from any one or all of which entry may be made to the outer portion of the highway right-of-way for normal service and maintenance operations. The Installation Owner's rights of access to the through -traffic roadways and ramps shall be subject to the same rules and regulations as apply to the general public except, however, if an emergency situation occurs and usual means of access for normal service operations will not permit the immediate action required by the Utility Installation Owner in making emergency repairs as required for the safety and welfare of the public, the Utility Owners shall have a temporary right of access to and from the through -traffic roadways and ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the Utility Installation Owner when such repairs are initiated and adequate provision is made by the Utility Installation Owner for convenience and safety of highway traffic. The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. In the event the Installation Owner fails to comply with any or all of the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance. It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in or upon this highway; and it is further understood that the TxDOT may require the Installation Owner to relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice. If construction has not started within six (6) months of the date of this approval, the approval will automatically expire and you will be required to submit a new application. You are also requested to notify this office prior to commencement of any routine or periodic maintenance which requires pruning of trees within the highway right-of- way, so that we may provide specifications for the extent and methods to govern in trimming, topping, tree balance, type of cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in highway planting and beautification, by reducing damage due to trimming. Special Provisions: FTW_SpecialProvision_52 You are required to notify TxDOT 48 hours (2 business days) before you start construction to allow for proper inspection and coordination of work days and traffic control plans. Use the UIR website for the 48-hour notification. DO NOT start construction until you have coordinated the construction start date and inspection with TxDOT. You are also required to keep a copy of this Approval, the Notice of Proposed Installation, and any approved amendments at the job site at all times. Texas Department of Transportation By John Castaneda Texas Department of Transportation Speciflcations for Utility Installations Fort Worth District (revised March 12, 2021) Specifications Fort for Worth Utility District Installations TxDOT Directory For Utilities 3,4 TxDOT's Mission Statement 4 Safety 5 Protection of Highway Facilities 5 Use of Explosives 5 Protection of Existing Facilities 5 Deviation From Approved Plans 5 Staking of Utility Lines in Advance of Construction 5 Full -Time Supervision and Inspection 5 Notification of Job Start 5 TxDOT Locates 5, 6 Stockpiles on TxDOT ROW 6 Coordination of Work With Highway Contractor or State Forces 6 Work Day Restrictions 6 Inclement Weather 6 Pits 6 Bore and Tunneling Operations 7 Markers 7 Above -Ground Appurtenances 7 Back -Fill of Utility Trenches 8 Site Clean -Up 8 Repair and Replacement of Rip -Rap and Earth Slopes 8 Special Precautions For Erosion Control 8 Seeding Specifications 9 Aesthetics 10 Required Pruning Practices 10 Pruning Suggestions 11 Speciiiculions far ClliIH Ins tuiluiimi,s 2 Pori AN oHL Dish i 'Johnson County Areal (Matt Evans, P.E. Director of Maintenance Jeff Gaving o- W Z Z T il D a Z CU n A. o X= D 3 3 (D (D n3i Co -r1 tl 0) n G �, (p o -, ta o °' — _ ? n N eda ley mantez c N o o (I)r 'in -• istrict Utility, Maintenance, Area, and County Maintenance Contact Sheet. SL Ma m -nT C D A. et a 1 rt O 0 (p N ►ffice (127): 817-202-2900 d 0 Contracts Specialist Utility Coordinator- Inspector Utility Coordinator Utility Coordinator Utility Coordinator Utility Coordinator Utility Coordinator- Permits Utility Coordinator ROW Project Delivery Manager L 'Area Engineer -1 --� rt rF IMF (p fD 0 oordinator (Storm Drains) Dard ject Manager (Utility Lead) :ation Engineer Is Admin is Specialist is Specialist Francisco.Fuentes@txdot.gov Peter.Ross@txdot.gov Bryan.Anderson@txdot.gov 3 3 3 0) 0) 0) • .alamantez@txdot.gov :xdot.gov ►txdot.gov txdot.gov 'q)txd Jot.g Wtxd )txdot.j 817-202-2938 Desk Phone 817-370-6527 817-370-6521 Desk Phone CO 00 00 a 00 00 00 CO 00 00 h, CO 1-4 0 00 00 00 1-4 �1 F-4 �J 1--' �l Ol CD 1--' �1 1-4 �J F-' �l F-' �J 1-4 �1 �l �1 (p V) I -a V 1-4 �1 1--4 �l I W 1 W 1 W 1 -1 1 W 1 N 1 W 1 W 1 W 1 W I '� 1 W 1 W I W V O �1 �l �J �J �J V �J �1 �1 �1 1-4 �l O O O CD O N 0 0 0 0 0 r 0 0 0 1 W in 1 W CJ1 1 Ol O1 1 O 00 CD I Ol Ul 00 1 N CD N 1 Ol till N 1 Ol UJ1 W 1 Ol Ol 00 I di3 U 1 1 Ol CD U1 C r (p tT 00 N 00 N 00 Ol O 1-4 Ol .Ph W N 0 W U1 00 U1 00 CD 1 -k O N O Matthew Kirby Gary Beck Jr., P.E. Korey Coburn, P.E. Name John Castaneda Erath, Hood, and Somervell Cou Russell Poer, P.E. David Neeley, P.E. 'Daniel Poole, P.E. Oscar Chavez, P.E. Edrean Cheng, P.E. Wise and Jack Counties Area Office (249-Wise/120-Jack): 940-1 z z K z z z n) 3 (D 0) 3 (D 0 n (D Q) 3 co ea 3 (p v -t 27 -v 0 lorner, P.E. I Trani Area Office (220S Assistant Area Engineer Area Engineer Assistant Area Engineer Area Engineer Assistant Area Engineer Area Engineer !Assistant Area Engineer Area Engineer Permit Coordinator Assistant Area Engineer Area Engineer (n (0 (o (D CT portation Specialist (Reviewer) Iffice (184-Parker/182-Palo Pinto): 68-229-; ,99-4300 D-6640 Hood/213-Some Russell.Poer@txdot.gov David.Neeley@txdot.gov Daniel.Poole@txdot.gov - Edrean.Cheng@txdot.gov Sarah.Horner@txdot.gov Gary.Beck@txdot.gov _ - n� - - 1 (o x hi irnth turf havez(a 1 lot.gov 0 0 rn 00 N i N N lD i N 00 N N I682-229-2838 I 1682-229-2800 Desk Phone 254-897-2647 254-459-7029 Desk Phone 817-370-3515 I817-370-6909 817-370-6637 817-370-6638 Desk Phone jj7O3s1s 817-399-4300 817-399-4300 Desk Phone 940-626-3400 940-626-3400 940-626-3400 Desk Phone Fort worth I James Pollock Emergency Utility Contact Scottie Blackburn Tim Lane Justin Derden Maintenance Section Assistant Parker and Palo Pinto Counties Maintenance Christopher Lanoue !Mike Sepeda !Colt Wright John Nolt Name Johnson County Maintenance Z lame 0) 3 0 Brown yatt hrmann Maintenance Section Supervisor Assistant Maint Sec Supvr (Inspector) lance Title Maintenance Section Supervisor Assistant Maint Sec Supvr ice Title Assistant Maint Sec Supvr ice Assistant Maint Sec Supvr Maintenance Section Supervisor Assistant Maint Sec Supvr Maintenance Section Supervisor- Palo Pinto !Maintenance Section Supervisor- Parker Assistant Maint Sec Supvr Maintenance Section Supervisor rP r 1ffices ! ali Scottie.Blackburn@txdot.gov Timothy.Lane@txdot.gov Christopher.Lanoui m -• Ronny.Lehrmann@txdot.gov Michael.Sepeda@txdot.gov Colt.Wright@txdot.gov 1940-626-3366 I John.Nolt@txdot.gov m 3 i —i 0 = _ W- 0 x txd 0 0 817-202-2906 Desk Phone 682-229-2804 940-463-7118 682-229-2800 Desk Phone 817-706-6903 817-370-6640 817-370-6918 Desk Phone 817-569-6981 817-399-4350 817-399-4350 940-507-6002 Desk Phone WHILE WORKING ON THE TXDOT RIGHT OF WAY: HARD HATS, CLASS 3 SAFETY VEST AND STEEL TOED BOOTS ARE REQUIRED AT ALL TIMES. A COPY OF THE UTILITY OWNER'S PERMIT MUST BE ON SITE AT ALL TIMES. PROTECTION OF HIGHWAY FACILITIES All construction operations relative to installation of the Utility shall be conducted in such manner as to protect highway facilities from damage at all times. In addition, all work must be done in strict accordance with all applicable regulations of the occupational Safety and Health Administration (OSHA) of the US Department of Labor. USE OF EXPLOSIVES No explosives shall be used within limits of highway right-of-way without written permission. PROTECTION OF EXISTING UTILITIES Prior to beginning actual construction operations the Utility shall notify all other Utility Companies who may have facilities in the area so they can determine if the proposed construction will conflict with or otherwise damage their facilities. REMEMBER: 1-800-DIG-TESS DEVIATION FROM APPROVED PLANS No changes shall be made to the approved location of utilities without prior authorization of TxDOT. The Utility shall make necessary arrangements with other Utility Owners for moving facilities and/or supporting same during trenching operations. Any poles, anchors, etc. relocated to clear the proposed underground utility line shall be moved toward the highway right-of-way line and location shall be subject to TxDOT approval. All utility lines incorrectly installed shall be removed and laid in proper location at the entire expense of the Utility. STAKING OF UTILITY LINES IN ADVANCE OF CONSTRUCTION Utility lines shall be staked well in advance of construction so that TxDOT can inspect staking to verify that the alignment conforms to requirements set out herein and that there is no conflict with highway facilities. FULL TIME SUPERVISION AND INSPECTION The Utility shall provide competent full-time supervisors or inspectors for all utility installations. 1•107-/F/a4 i/O^/ or JOB ST'4/?7- 48 Hour notification is required for utility installations. *CALL INSPECTOR ON PERMIT* Please have the following information ready when you call or submit: • APPROVED PERMIT NO. • STATE HIGHWAY NO. • UTILITY COMPANY • UTILITY SUPERVISOR OR INSPECTOR'S NAME and UTILITY MOBILE NO. • GENERAL CONTRACTOR'S NAME • NAME OF FOREMAN and MOBILE PHONE NO. • START DATE TXDOT LOCATES 48 Hour notification is required for TXDOT locates. DE AWARE!! TXDOT has a considerable investment in traffic signals, lighting, and traffic management system. These systems include underground electric and fiber optic lines. If any of the above facilities are within the limits of the utility project, the utility is required to call the phone number listed: Signals and lighting: (817) 370-3661 AERIAL CROSSINGS Notification is required for aerial crossings. Notify Utility Office with TCP, Date of planned closure, permit number, and point of contact information. When Spcciticalions for Utility Inslallalinns 5 Fort \Vortli I)isli icl approve then MESSAGE BOARDS MUST BE PLACED 7 DAYS PRIOR TO WORK. Crossings on controlled access highways and/or high volume roadways can only be performed on Sunday - Thursday, between the hours of 9 p.m. to 5 a.m with police assistance and approved traffic control. Crossings on non -controlled access roadways and/or low volume roadways can be performed anytime during the week, Monday thru Friday, between the hours of 9 a.m. and 3 p.m. with proper approved traffic control. LANE CLOSURES Notification is required for lane closures prior to the alteration of traffic flow. Notify Utility Office with TCP, Date of planned closure, permit number, and point of contact information. When approve then MESSAGE BOARDS MUST BE PLACED 7 DAYS PRIOR TO WORK. If a lane closure is required due to an unforeseen situation and after a utility permit has been approved, it will be necessary to call the TxDOT Utility Permit Office at 817-709-3219. A traffic control plan must be submitted and approved by TxDOT prior to lane closures. Note: An Engineer's seal may be required for lane closures on controlled access highways and high volume roadways. STOCKPILES ON TXDOT ROW Stockpiling will be allowed with permission from TxDOT Once, permission has been granted, stockpiling can start forty-eight hours prior to construction. The stockpile shall be placed on the right of way line or as close as possible without obstructing the curb, pavement, or line of site. All materials must be removed from TxDOT right of way completion of the utility project. COORDINATION OF WORK WITH HIGHWAY CONTRACTOR OR STATE FORCES All work related to the installation of utilities shall be conducted in such manner as not to interfere in any way with highway construction or TxDOT maintenance operations. WORK DAY RESTRICTIONS Except, in cases of emergency, NO WORK WILL BE ALLOWED ON SATURDAYS, SUNDAYS, FEDRAL or STATE HOLIDAYS OR AT NIGHT. EXCEPTIONS MAY BE GRANTED BY TXDOT IF the Utility shows that "off day" work is necessary to avoid service interruptions to the public and the Utility agrees to the following conditions: Obtain TxDOT approval at least 48 hours in advance. The Contractor is required to have sufficient personnel and equipment on the job to efficiently execute the work. The utility will have a supervisor or inspector present on the job at all times while the work is in progress. INCLEMENT WEATHER To ensure the safety of the traveling public, as well as the contractor and his crew and TxDOT agents, NO WORK SHALL BE ALLOWED DURING INCLEMENT WEATHER such as, but not limited to rain, fog, snow and sleet effects visibility and/or traction. PITS All pits shall be excavated and closed within 48 hours. If the utility wishes to leave pits open overnight, reflective barricades must be employed. Specifications for Utility Installations 6 Tort \\Forth I)ist, ict BORE AND TUNNELING OPERATIONS GENERAL REQUIREMENTS Utilities crossing under surfaced roads within the limits of highway right-of-way shall be placed by auger bore or tunnel method, unless otherwise specifically authorized by TxDOT. Bores or tunnels shall be placed at depths below the roadway structure which are sufficient for superimposed live and dead Toads and also prevent collapse of supporting soil between hole and roadway. Boring and tunneling operations shall extend outside of the front slope and clear zone of the highway. Bores Where material beneath pavement is sandy or unstable and will be subject to caving, the hole for the casing shall be bored and cased simultaneously and bored material removed through casing. Cutting face of auger or drill shall not project more than six (6) inches ahead of casing and no water shall be used in connection with drilling. Where material beneath pavement is stable and not subject to caving, and allowed by TxDOT, the hole for the casing may be bored first and casing inserted in the hole immediately after completion of boring. If allowed by TxDOT, water may be used in conjunction with boring. Bore Pit Location Pits excavated for boring or tunneling operations shall be located so that any possible sloughing of sides of pit will not endanger shoulders or pavements and so that barricades can be placed as specified in the TMUTCD. Bore pits should be located at least thirty feet from the edge of the nearest through traffic lane and not less than twenty feet from the edge of pavement on ramps. On low traffic roadways and frontage roads, bore pits should not be less than ten feet from the edge of pavement or five feet from face of curb. Tunneling While hole is being tunneled, casing shall normally be jacked into place as operations progress. Working face of excavation shall not precede advancing end of casing by more than two and one half (21/2) feet unless otherwise allowed by TxDOT. Grouting All voids around casing shall be pressure grouted. The grout shall be consisting of Portland Cement and washed sand and containing not less than two (2) sacks or Portland Cement per cubic yard of grout. Additional cement shall be added if workability and/or stability cannot be obtained. An air -entraining agent may also be added to the grout mixture to facilitate flow if necessary. Grouting shall be done immediately after casing has been installed in hole in order to avoid any shearing of soil and settlement of over burden above casing. Means shall be provided for proving that voids are filled around 24" diameter and larger casings in the event there is some doubt by TxDOT. TxDOT may require the Utility to install removable plugs at intervals inside the casing. No holes shall be drilled in pavement or shoulders for grouting operations. MARKERS The Utility shall place a readily identifiable and suitable marker at each right-of-way line for highway crossings. Utilities that parallel the right of way shall place a marker every 1500 feet, at intersecting streets, and highway drainage culverts. ABOVE -GROUND APPURTENANCES Above -ground appurtenances, such as pedestals, fire hydrants, meters, etc., shall be located at the right-of-way line. BACKFILL OF UTILITY TRENCHES Specifications for Utility Installations 7 Fort \Vortli District DESCRIPTION This specification shall govern backfill of trenches, which have been opened for the removal, adjustment, or installation of utility lines within the limits of highway right-of-way. Except when permission is granted, compacted backfill will be used for utility installations. Backfill shall consist of compacted material obtained from suitable soil excavated from the trench, or from sources outside the highway right-of-way. Material shall be free of rock, lumps, or clods that will not break down under compaction. Backfill material shall be placed in the trench in layers not to exceed 6" in depth and compacted. Water shall be added as required to facilitate compaction. Compaction shall be done with rollers or mechanical tamps. Use of rollers will be allowed only when such use is not believed detrimental to any highway facility. The type of roller used must be acceptable to TxDOT. When rollers are used, mechanical tamps shall be used along the sides of trench to compact any backfill that cannot be reached with rollers. Compacting shall be continued until a backfill density is equal to that of the adjacent, undisturbed material. Where trenches lie within the limits of drainage ditches and channels, which are in solid rock, TxDOT may require 1' of concrete backfill, struck off flush with the top of rock. SITE CLEAN UP The Utility is responsible for site clean up at the end of each workday. Roadways adjacent to the utility construction site shall be kept free from debris, construction materials, and mud. At the end of each day, construction equipment and materials shall be moved as far from the roadway as feasible within the safety rules. If mudding of the roadway occurs at any time, the roadway shall be cleaned immediately. When the utility installation is complete, the right-of-way shall be reshaped to its original condition and the area reseeded or re -sodded to reduce erosion. Should settlement or erosion occur within one (1) year of the utility installation, TxDOT may specify prompt replacement at the utility's expense for bringing the construction site to a satisfactory condition. TxDOT will restore sites that are left at an unsatisfactory condition after notification has been sent to the utility. These sites will be restored to original condition. The utility shall fully reimburse all costs incurred by TxDOT forall repairs made by TxDOT. These costs include, but are not limited to matters of traffic safety, right of way contour, restoration and repairs to all highway structures: including, but not limited to roads, driveways, terrain, landscaping, fences, etc. REPAIR AND REPLACEMENT OF RIPRAP AND EARTH SLOPES Any existing riprap cut by trenching operations shall be replaced and surface of new riprap finished to match that of existing riprap. Concrete riprap shall contain not less than three (3) sacks of cement per cubic yard of concrete. Reinforcing steel shall conform to that of existing riprap. SPECIAL PRECAUTIONS FOR EROSION CONTROL Special precautions should be taken during utility installations to avoid disturbing existing drainage courses. In addition, soil erosion should be held to a minimum and sediment from the construction site should be kept away from the roadway and drain inlets. During construction the roadbed and ditches shall be maintained in such condition to insure proper drainage at all times. Ditches and channels shall be maintained to avoid damage to the roadway. To avoid soil erosion, it is advised and encouraged that the Utility Contractor use all applicable means (i.e. silt fences, hay bails, rock filter dams, etc.) to detour soil from eroding into roadway, ditches, and adjacent property. SEEDING SPECIFICATIONS Specifications for Utility installations 8 Fort \t'url], District RURAL AREA WARM -SEASON SEEDING RATE In Pure Live Seed pounds, (PLS.) Mixture for Clay or Tight Soils Mixture for Sandy Soils Dates Feb 1 Eastern Section Western Section All Sections To May 1 Green Sideoats Bermudagrass Little K-R Switchgrass Bluestem Bluestem Sprangletop Grama (El Reno) 0.6 1.8 0.8 1.1 0.7 1.2 Green Sideoats Little Indiangrass K-R Switchgrass Bluestem Bluestem Sprangletop Grama (Lometa (Alamo (Haskell or or Cheyenne) Blackwell) or El Reno) 0.6 1.8 1.1 1.5 0.7 1.2 Green Sideoats Bermudagrass Little Sand Bluestem Dropseed Sprangleton Grama (Haskell) 0.7 2.2 0.9 1.4 0.2 Total 6.2 Total 6.9 Total 5.4 URBAN AREA WARM -SEASON SEEDING RATE In Pounds, Pure Live Seed (PLS Mixture for Clay or Tight Soils Mixture for Sandy Soils Dates Feb To May 1 1 Eastern Section Western Section All Sections Green Bermudagrass K-R Buffalograss Bluestem Sprangletop 0.9 1.2 1.0 8.0 Green K-R Buffalograss Bluestem Sprangletop 10.7 1.1 1.3 Green K-R Buffalograss Bluestem Sprangletop 1.1 1.3 1.5 Total 11.1 Total 13.1 Total 3.9 TEMPORARY COOL -SEASON SEEDING RATE In pounds, Pure Live Seed (PLS Dates Feb To May 1 1 All Sections Tall Western Wheat Fescue Wheatgrass (Red, Winter) 4.0 5.0 30.0 Total 39.0 TEMPORARY COOL -SEASON LEGUME SEEDING RATE In pounds, Pure Live Seed (PLS Dates Aug 15 to Nov 30 All Sections Crimson Clover Total 7.0 7.0 TEMPORARY WARM -SEASON SEEDING RATE In pounds, Pure Live Seed (PLS Dates May to Nov 1 30 All Sections Foxtail Total Millet 30.0 30.0 Note: Names in parenthesis () represent "improved" varieties of the species shown. `;liccilicu(ions for Utility Installations 9 Fort Worth District AESTHETICS To preserve and protect trees, shrubbery, and other aesthetic features on the highway right-of-way, TxDOT may specify the extent and methods of tree removal, tree trimming, or their replacement. TxDOT may also specify the installation methods of the underground or overhead utility in order to protect and preserve trees and other aesthetic features. REQUIRED PRUNING PRACTICES PRIOR TO CUTTING • Locate utility lines with the least possible interference with trees. • Amount of clearance should be determined by the rate of tree growth. • Remove minimum number of branches to provide adequate clearance • Maintain adequate clearance for lines, NOT EXCESSIVE CLEARANCE. • ALL pruning shall conform to recognized tree surgery practice. • Preserve natural character of tree. WHERE TO CUT In removing a limb, the cut should be made at a fork where the remaining branch will be at least one third the diameter of the one removed. LIMB REMOVAL 1. In removing branches the cut should be made at a fork with the remaining branch at least one-third the diameter of the one removed. 2. Undercut 1/3 of the way through the limb, 8 to 12 inches from the main stem. 3. Remove limb 4 to 6 inches out from the first cut. 4. Remove stub with an even cut so that a trace (called a "collar") still protrudes (about'/2 inch). 5. All cuts two (2) inches or over shall be painted with an approved tree dressing or paint. * See pg 11. DISPOSAL OF CUTTINGS All pruned wood and brush must be removed from the right of way and disposed of in accordance with the laws and regulations of the community, county, and state. Disease branches (especially those infected with oak wilt) must be properly disposed of to prevent the further spread of the disease. ;liccilications for Utility loslallations 10 l'nrt \\'Drill I)istrict PRUNING SUGGESTIONS DE.SIRABI. E TREE MODIFICATIONS PRESERVING SYMMETRY. DLSIR BLE DE SIRABLE Slrrciticalians I or Iflilily (nsl alto lfmLs DESIRABLE DESIRABLE arm 1ods UNDESIRABLE TREE MODIFICATIONS Such tree -line relationships as illus rated perpetuoles high maintenance costs and right. of -way u sightliness. UNDESIRABLE UNDESIRABLE 11 UNDESIRABLE DESIRABLE r2Remov Ilmb 4-6' from 1st out (1) Undercut I/3 way through limb 8 -12' from KliI ,, main stem. 1,3i Remove tub with an even, flush cut. (*) Fm.shed cut Oh no hoot ofst./b. PROPER LIMB REMOVAL (2' dio. or rnoe) I at't \\'urlh 1)isirieI 0 y O STORM SEWER DETAILS SHEET 1 OF 2 o =F 66 0 K 3 \ , F 4 EMBEDMENT FOR RCP M SEWER ALL SIZES 1 la: V. re j r 015 Tr PITS liwar• Earl R !Ric STORM SEWER DETAILS SHEET 2 OF 2 z� c 0' ms0 S 334 LT. r, 1' .— �S {. S i ! V SI 1._ 4 Ki Es f � •is Al 2131113n 4J' 2 P9-1-2— 'tg StS / _rl.. i II , , 'r Ift. �ri� , ._,. 11 J t: �s i__ ,.. •. _!®ICI}; - AREA-D�ITE < DINLET TYP1-AD (FIR) !iF 's NISI i' R i i� _ i 3 d! eft t N. t FAA tlF _ All A ft i FSt� 1. p bti4•. E i'F' i " < ! 1 >IClaT _..._..nm.__. ...r.,o.,__,....,s....a,.___..... t T ai i id I L 4 i LA [ { +. 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( { 80M 11303 i0 Ally 2 1 // i)0 /, \--- ;--\I / ! ,, .- \`a if I /CY . / ill cc `` {E \ / --� d\\\\ S. , _. \• \ i \` . -< Wizti § !§y24 4; §« -ƒ§) (( d)t \,/1P;@ ® ©4 a); _• r»;!i/;.\/\iva Kg$E»a N `Ir .K4§)^14--) grfa, ©! a 9/ 1 d� LTpf .CSY !00'Scez A' VQ g0 c CD O_ C rid Z I: Eg > 7 o k11114 :A8 03NVd3ad ZZOZ 1:1380131d3S 1m1W8fS %96 0 0 7 0 yZ w0 rn 74 b CITY OF FORT NORTH CHAPIN SC330O1 RD (RM 2873) 4 4r yC co) 0 CnOx ro o 'b E'I m rn y 'OM ID fOUId AIID 0 a m (-143 libiL x �r rt n�rn by1� tri ><t(1)1$ 0 0 2 et> Z Zr'Z r�O 15":1jr4),_ z x 'at v) 51) H trl WALNUT CREEK SS. INTERCEPTOR FATE NTOX-PHASE 1 CITY OF FORT WORTH FD_E 4O. X•37033 CITY PROJECT NO. 103414-1 Oil awl SCOrLdly Eat ur.e a awry as �sa< �•w�r w a.a-wrriewsvraau+.arOw .rJCo'u.0 an if N m m mD 77 mc -13 On m m m my Z O ZD Az m F-� u1 9 n 0 T 0 0 8� Z i j 1 r m 0 44\ U° A K 0 on on 9 44 r 2 n _/ 120+00 y` wn�avw: � - -'Oa HONE 9 • 00� 2 b ch \ ,, z )a. -4 . 1 o. 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L Tn No 1 g1 ¢a _ ^ e o� crw o rile' 0 S z p E arm D0 D 0073 _ --1-i 0 NCI:EI CUTT • STEFL" VOCRE CRT12—P1AJOO H:tV-RS AWSACRTM GOIP40FEX • CRY RANCH OM 390181S3M CHAPIN SCHOOL RD. _ _ (RM 2871) 41l dIH.".d3N1 c li , CITY OF FORT WORTH TARRANT COUNTY `_; i 1 1 KEY MAP LEGEND WFPi .< iliN;4,45 <'1 1g�3Yg nng' od nwgwmg - =f4® Q <pti a g PY Agng_ :20 gg S °.IK' 7*n � AY8Rg kmti2 iHEET NUMBER & OUTLINE 'ROPERTY LINE/ROW VALNUT CREEK FLOW € VALNUT CREEK S.S. 1 p` eta e S < ���°III `i o nil y ypp s � ., ggF gg� , a 6iC21222, gg g� 8$4€R€$Q'0 g F2'�<gF °° P10161,411 Tgigi;!" aoits 1jOai•v4�.t4bti2 iv;F,l� 1 gg,y " 7c S gg n ARE 1 O" p Q AnFARI�i�Zx •, < 1 WAVwT OUEIC SS- INTERCEPTOR EXTENSsoN • MA SE 1 CITY PROTECT R0.103414-1 X-27083 I= Pit OS Inv : tit .:?i• .....L ,.... . _s___-ni.eP,._.ws ,..Deaf a.. 0 4 0 0 111 o v 0 € C -0: It -1111< NVld 21no13a ()Val oa31tl m Cm m m D m m c "i n �mm m m rn ZD N LJ Z v 1-1 n 0 -Ti T 0 H 0 x -1 9 8I n r: 4 .. v c= b� 8 ny A S30VO+H11V8 11! 3d d 03S0dONd 3OVNOIS NR0130 03S0dONd 1 ALEDO ROAD DETOUR ROUTE ROAD CLOSED TO THRU TRAFFIC r m m Z 0 Sn a AAaa b`2on MOon zR g Aa° ndA Axo 42001. rile-0 tO4) Z n MCL' °a' 0 ��rr Maox SM1' bM p a2 ;zt m ra_ zi2'°'' oaoz y0 Oab2 0t2 a°A Dab fiF oAa z a, p avid r no ti b . o -0 '0 nogy -. tnm ter 0 ��2b A n °nn rna nao aoly1 CHAPIN SCHOOL ROAD (RM 2871) -4 2 A n 0 0 0 Z PC g :5310N 1070130 om o8 a21 31aays 83A1IS WALNUT CREEK SS. INTERCEPTOR WENSION - PHASE 1 CITY PROTECT NO.101414-1 X•27063 Vasa t__4-* ay Kra .isr/221 0.t. IIhrs+.c . cPS+is+IN strs+W cn 1 : G=774 23 % G1 O MATCH N LINE STA O 5+00 lvn O N I fi=751.63 I 3 LP EVBWDUENT & *ACKn LL PER 33 DI 10-02018 Sr D005 CONST. 5' P'A SW 55 yN W/ 4C��SSTA5+1799=SStflA roN I CONC. MIN? PER OETAC. OOP: Pit- �1 . I ENO 1NTETP4 EPDXY COATIN R41 as774.44 7 C ` r b ! i OUT 752.14 ',a E EG-11797 UP.R R. R.O.W. 1 / _1} %nied/i, b N w • b en TEt P£'S •' 1 SA2 w v A '• rn 9 c n 14^ I \ \ter...)a -. n 0000 nb A>oS g 1 �� zb ob O 4by R 23 ' L=7522U - 0 o U.P. RA0.R AD Q_ \ ii —1— 26.5 _ —^� . =_G=77Ges 42" STEEL 0.625" WA PER 33 (1=7 246 pk CASINO W/ U.P.R R. R.D.W. � .I =C=779E3 1>2S s om 1. 1.� i -75273� i.1^b o L N i 17Ij' . EG-779 SD 188' 4 11=752.94 `l b 2 1 .j I r-r-;20oy TT7 0 ,+ v 0 1 14Ea^7o"•ci Uy1"G Sp , 4� > C2s r 3 o fL 5329 0 A i " k >r2 n0\ C�1^ AM1 lam N Um Ob im bz 0R - 1 AfL=75„r R a 5 pioRRzP 23 __nti $z c.F id1 nn 4 11...„„zeg,6c° j -.G-7O.D 40 Ep-n + . b h' {{mo�b th VA4% 0'&° 0 x rh n i OL > 1 L_ rL=753.87 m to 2 l\ uroill ZW CC= 779 SO O w r 771 b1r''ot�M7, anoSci bDcry b N wn -11 o .11 ft=734.12 vi o U r'i1i MATCH o LINE STA t0) 9+50 o cvil o P°n bAAIN LEGEN # 4 ` z c -10 -too20 n 0 Os-�NOnpp+1 A" O �IOYA .lien !v �yyGb nnnlnna b/nbb M 2 hia 0� b114 1n>� wVr)b y r'1 o 2<r 03 14p$2tol 14n Mth baba o� E a O An1.4 t n0 Fy24o, Ete E> z>�2=�sH Fry .> 1�i o�'00? 1fi Ce�.14�c� A2�0 AHbn tot) 1nro> y y ytiy ro a0 "'uy A1b''r. ii'1�nM Qyy'; <S:1 ag Of " > r CTION FENCE PAVEMENT AND SUBCRAD£ JT SEE SHEET 10 S.S. UTILITY MARKER p��12rmEy=�+i ,Cy, enAz T Ar Ao '1440.03 UA�blbin-< bMN0�7� oP '0MM 1) 'o sra-ca� `"9.-(9g tton 11nn A ti ”p ol'n:: tril �22A:2 2n2p O al n -1 b4nsx 02 '�V o%zN. z 2O0zry$Y -4O2Afi ' ttb,����ii -1 co G NM oLn 4�%i^f a>� ta 101) ZNcn EX'ST. UP.RR. RO.IM. 60 1ST. UF.RR. RO.w. UNION PACIFIC RAILROAD MATCH LINE STA 8+00 CITY PROJECT NO.103414-1 X-27033 WALNUT CREEK SS. INTERCEPTOR EXTENSION • PHASE 1 ik 0 C \§tn ((\ 4 ;I ° 10 • TN MATCH LINE STA 9120 OW pill) MATCH /mom aa hSr AA 19-99 MATCH LINE STA 9+50 35 AIV.LINVSN oal 090 Aa A \ \( ran an 0 • @ t ) aa aa \�Aa DIST OAS MI DOO j `n 03P, AN *r )\ 5 TA an Avert.\ m Aro / *nog •=re w r •rvrw w 0 , a§A - 4 A n 0 -n 0 0 00 9 111 Y! W = n0 A Y� 04 N " 20 N Writ' 'Yr-In 'M lC CIC)2nN • 4%"? % rp1b W a%I A203:v1 4unM0 n,NA -02 Pc1. • sn yiizn�vy No?�ti A(bria 5311) 02 oR t aWl) E“Zr.1 4oi20 e� a�`A-0-ni( Ai�yny� o ni10A A4 IA)%aO CI•i�DA 'swam 4 4 �Ah1nN� �M11��A ^, )5410 jwo of 4�Isov)+ A HOC n ggN iDy �Cn04r�2 _� pinz-tx MIS ♦ a ON 2O ~1n aZ v'2 D;b 0 n 4^1 ��a nA, NN HYDRAULIC DATA DESIGN FLOW - 10.20 MCD PROP 27" CAPACITY — 13.1J MOD PROP FULL PIPE VELOCITY - 5.65 fps Z0 FULL DEPTH PAVEMENT AND SUBCRADE REPLACEMENT SEE SHEET 14 WALNUT CREEK SANITARY SEWER LINE MATCH LINE STA 13+50 9 CC+:CRE It DEWE Q 0 , 37.5* 29.3' O 0 Ix� aQ 2-14 KayA nio 11 rri t• Nin N 3,1 33 GVO2111VM DIdIDVd NOINfl $ MATCH LINE STA 18+00 a t% _%n as `�.J � , petizpeie1 1 1 11 li 11 WALNUT CREEK SS INTERCEPTOR EXTENSION- PHASE) CTTYPROJECT NO.101414-1 X-270113 nava fly ._ it as rn Pea NI M. tarty 11 le 90Z aaa n ar---w—napaserH ,w +a i IA An I n S 24 a 0i% Li n>F,� kiF �' r • COnnQ � �F yZ rr In io ccon. o Fro '•K 0rf; pon o� z� �F v�3 r n o_za on Fl\\\ zn - in - nr AD In n D x Z m y r 1t F. J1 i o ou i1 0 l9 PI tat At•1.1 np A' "Nz nnm nroaa n" z,oc«€ •n=Nn R y ✓ Q= D A n _ r1 9 U Z? fn'!C A>A px2 —fD12 OAZ n]�n ny "d0 ilFt" n o�i�mooV=�D Fr o ux nnn �nr� O On Dex" N v£ 00 ZO AmP m 0g o0 �xr F >F70 8� WALNUT CREEK IS INTERCEPTOR EXTENS ON - PHASE 1 CITY PROJECT NO.103414-1 X-270113 TARRANT COUNTY FLOODPLAIN DEVELOPMENT PERMIT TARRANT COUNTY FLOODPLAIN DEVELOPMENT PERMIT APPLICATION APPROVAL Permit No. 22-03 The Floodplain Development Permit Application submitted by Josh Wright and dated 10/20 20 21 , together with the accompanying documentation, if any, have been reviewed by the Tarrant County Floodplain Administrator. The Floodplain Administrator has determined that the Application for Proposed Development complies with the terms of Article 4 Section C of the Tarrant County Flood Damage Prevention Rules. Accordingly, Applicant is hereby granted a Floodplain Development Permit for the limited purpose of completing the Proposed Development as specified in the Floodplain Development Permit Application. This Permit expires on N/A , and Applicant will be required to submit another Flood Plain Development Permit Application for consideration and approval by the Floodplain Administrator if (1) Applicant desires to alter or change the Proposed Development from the specifications contained in the Application or (2) Applicant has not started or completed the Proposed Development by the expiration date of this Permit, but Applicant desires to go forward with starting or completing the Proposed Development. Because conditions and circumstances may change subsequent to the issuance of this Permit, Applicant is not guaranteed nor has the right to the approval and issuance of a subsequent Permit. APPROVED: EFFECTIVE DATE: 'arrant Couy Floodplain Administrator 02-21- 2otZ UNION PACIFIC RAILROAD PERMIT CSC No. 57827 4 i,�- 3c)t1gef / Folder No. 3303-06 PIPELINE AGREEMENT Mile Post: 257.09, Baird Subdivision Location: Fort Worth, Tarrant County, Texas This PIPELINE AGREEMENT ("Agreement") is made and entered into as of the day of , 2022("Effective Date"), by and between UNION PACIFIC RAILROAD COMPANY, a Delaware corporation, to be addressed at 1400 Douglas Street, MS 1690, 0 naha, Nebraska 68179 ("Licensor"), and CITY OF FORT WORTH, to be addressed at 200 Texas Street, Fort Worth, Texas 76102 ("Licensee"). IT IS MUTUALLY AGREED BY AND BETWEEN THE PARTIES HERETO AS FOLLOWS: Article 1. LICENSOR GRANTS RIGHT. A. In consideration of the license fee to be paid by Licensee set forth below and in further consideration of the covenants and agreements to be performed by Licensee, Licensor hereby grants to Licensee the right to construct and thereafter, during the term hereof, maintain and operate a 24 inch plastic pipeline encased in a 42 inch steel casing for transporting and conveying sewage only, including any appurtenances required for the operation of said pipeline (collectively, "Licensee's Facilities") across Licensor's real property, trackage, or other facilities located in Forth Worth, Tarrant County, State of Texas ("Railroad Property"). The specific specifications and limited purpose for Licensee's Facilities on, along, across and under Railroad Property are described in and shown on the Print and Specifications dated November 12, 2021, attached hereto as Exhibit A and made a part hereof. B. Licensee's Facilities will (i) only be used for transporting and conveying sewage and (ii) not be used to convey any other substance, any fiber optic cable, or for any other use, whether such use is currently technologically possible, or whether such use may come into existence during the life of this Agreement. C. Licensee acknowledges that if it or its contractor provides Licensor with digital imagery depicting Licensee's Facilities ("Digital Imagery"), Licensee authorizes Licensor to use the Digital Imagery in preparing Exhibit A. Licensee, through a license or otherwise, has the right to use the Digital Imagery and to permit Licensor to use the Digital Imagery in said manner. Article 2. TERM. This Pipeline Agreement shall take effect as of the Effective Date first herein written and shall continue in full force and effect. Article 3. LICENSEE FEE Upon execution of this Agreement, Licensee shall pay to Licensor a one-time license fee of Nine Thousand Forty Dollars ($9,040.00). Article 4. LICENSEE'S COMPLIANCE WITH GENERAL TERMS. All work on Licensee's Facilities performed by Licensee or its contractors will strictly comply with all terms and conditions set forth herein, including the General Terms and Conditions, attached hereto as Exhibit B and made a part hereof. Article 5. INSURANCE. A. During the term of this Agreement, Licensee shall fully comply or cause its contractor(s) to fully comply with the insurance requirements described in Exhibit C, attached hereto and made a part hereof. Licensee shall send copies of all insurance documentation (e.g., certificates, endorsements, etc.) to Licensor at the address listed in the "NOTICES" Section of this Agreement. B. If Licensee is subject to statute(s) limiting its insurance liability and/or limiting its ability to obtain insurance in compliance with Exhibit C of this Agreement, those statutes shall apply. Article 6. IF WORK IS PERFORMED BY CONTRACTOR. If a contractor is hired by Licensee to perform any work on Licensee's Facilities, then Licensee shall require its contractors) to execute Licensor's then -current form of Contractor's Right of Entry Agreement ("CROE"). Licensee acknowledges that: (i) the CROE attached hereto as Exhibit D and made a part hereof is the most current form available as of the Effective Date; and (ii) the terms and conditions of the CROE are subject to change by Licensor, such changes to be made at Licensor's sole discretion. Licensee shall require its contractors to execute the CROE before any contractors are allowed onto Railroad Property pursuant Licensee's notification requirements set forth in the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of Exhibit B. Article 7. ATTORNEYS' FEES, EXPENSES, AND COSTS. If litigation or other court action or similar adjudicatory proceeding is undertaken by Licensee or Licensor to enforce its rights under this Agreement all fees, costs, and expenses, including, without limitation, reasonable attorneys' fees and court costs, of the prevailing Party in such action, suit, or proceeding shall be reimbursed or paid by the Party against whose interest the judgment or decision is rendered. The provisions of this Article shall survive the termination of this Agreement. Article 8. WAIVER OF BREACH. The waiver by Licensor of the breach of any condition, covenant or agreement herein contained to be kept, observed and performed by Licensee shall in no way impair the right of Licensor to avail itself of any remedy for any subsequent breach thereof. Article 9. ASSIGNMENT. A. Licensee shall not assign this Agreement, in whole or in part, or any rights herein granted, without the written consent of Licensor, which must be requested in writing by Licensee. Any assignment or attempted transfer of this Agreement or any of the rights herein granted, whether voluntary, by operation of law, or otherwise, without Licensors written consent, will be absolutely void and may result in Licensor's termination of this Agreement pursuant to the "TERMINATION; REMOVAL OF LICENSEE'S FACILITIES" Section of Exhibit B. B. Upon Licensor's written consent to any assignment, this Agreement will be binding upon and inure to the benefit of the parties thereto, successors, heirs, and assigns, executors, and administrators. Article 10. SEVERABILITY. Any provision of this Agreement which is determined by a court of competent jurisdiction to be invalid or unenforceable shall be invalid or unenforceable only to the extent of such determination, which shall not invalidate or otherwise render ineffective any other provision of this Agreement. Article 11. NOTICES. Except Licensees commencement of work notice(s) required under Exhibit B, all other notices required by this Agreement must be in writing, and (i) personally served upon the business address listed below ("Notice Address"), (ii) sent overnight via express delivery by a nationally recognized overnight delivery service such as Federal Express Corporation or United Parcel Service to the Notice Address, or (iii) by certified mail, return receipt requested to the Notice Address. Overnight express delivery notices will be deemed to be given upon receipt. Certified mail notices will be deemed to be given three (3) days after deposit with the United States Postal Service. If to Licensor: If to Licensee: Union Pacific Railroad Company Attn: Analyst — Real Estate Utilities (Folder No. 3303-06) 1400 Douglas Street, MS 1690 Omaha, Nebraska 68179 City of Forth Worth Attn: Leon Wilson 200 Texas Street Forth Worth, TX 76102 Article 12. SPECIAL PROVISION — ONSITE OBSERVATION/INSPECTION. Licensor iequiies licensee to provide monitoring of backs and on -site obsei vation and/or inspection through Licensor approved inspector named below during all construction and installation work. Licensee is to directly coordinate services with the named inspector. Railpros Field Services Email: RP.Utility(n?railprosfs.com Phone (682)223-5271 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed as of the Effective Date. UNION PACIFIC3AILROAD COM ANY, a Delaware corporation C__ By: Title: Craig O. Benson Manager - Real Estate Union Pacific Railroad Company CITY OF FORT WORTH, a Texas municipal corporation ✓:n3mle I$I�3,O1 By: Dorn Ou�paou!r< n, oz 1 oxs Title: Ass stant City Manager Approved as to Form and Legality: .. 'den' ...Zany Matt Murray Assistant City attorney Form 1295: N/A Attest: Sgnnofto S. Goodall lannette S. Goodall (Jul T, 202213:12 CDT) Janette Goodall City Secretary 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. saabyvwu %erer sobyvarugliese (Mb 16. 202207:52 CST) Name: Suby Varughese Title: Project Manager FA CROSSING NON-FLAMMABLE LIQUID ❑ ENCROACHMENT PIPELINE O BOTH B--1. 4799 FT UPRR R. 0. W. 481 FT ♦ 1 - r o 285,25FT n. i 5i _FT 6t DEG. z'SCC 71 LJ CC Z 0 N DESCRIBE FIXED OBJECT " ING CFarFarm (0 M rket RdK . 2871 CAI ANGLE OF_.--'___'__ CROSSING DESCRIBE FIXED OBJECT CROSSING TFlACK re _.._.__ _ . _ 751 NORTH_ ES: 13576454.3) _ .A UPRR PLAN R, O. W._________________—_—___—_ sam o Io =�o CI OUTER V OUTER 1� I TRACK I TRACK 76 km 75 Ali a10 Id FT FT I 1 246.OFj 6FT 151 es FT I I FT 1 L- VENT PIPE 1 . l-i" NAFT I cal NA TOTAL TRACKS ' 1 FT /GROUND FT SURFACE 1i / I i DRAINAGE IA 23.5 FT / FI 14 FT 1� I ' 1 1 A � N. 10 CASING PIPE SECTION LONGITUDINA PIPE CARRIER PIPE SCAM 1011E ENCROACHMENT NOTES: 1) ALL DIMENSIONS t4EASURED PERPENDICULAR TO THE CENTERLINE OF TRACK 2) REFER TO AREMA VOLUME 1. CHAPTER 1. PART 5. SECTION 5.1 A) METHOD OF INSTALLATION BORED AND JACKED B) IST.FRDCENTERLINE OF TRACK TO PIPE ENCROACHMENT VACIAC BUILDING AMERICA° 0 SIGNS PROVIDED? AT MINIMUM SIGNS WILL BE PROVIDED AS STATED ABOVE 111111 0) CARRIER MATERIAL PLASTIC IF RCP, CLASS V? NA . COMMODITY TO BE CONVEYED SEWAGE "A" EXHIBIT OPERATIONAL PRESSURE 3,5 PSI MAOP 3.6 PSI WALL THICKNESS (INCH)/ SCHEDULE 14 DIAMETER 24 IN SUBDIVISION: mad Sub. CATHODIC/COATING PROTECTION NO TRACK TYPE: MAINLINE E) CASING MATERIAL STEEL PIPE IF RCP, CLASS V? NA LAT.: no., 25].09 32.67805556 TOTAL LENGTH CASING PIPE: 246 FT WALL THICKNESS 0.625 IN DIAMETER 42 1N. E.S.M.: 13573469.04 LONG.: -97.49805556 CATHODIC/COATING PROTECTION YES NEAREST CITY: COUNTY: STATE: CASING PIPE 1S OPEN AT THE ENOS. FORT WORTH TARRANT TX F) DISTANCE FROM CENTERLINE OF TRACK TO NEAR FACE OF BORING AND JACKING PITS WHEN MEASURED AT RIGHT ANGLES APPLICANT: CITY OF FORT WORTH 90 AND 151 FILE NO.: 0330306 DATE: :1112,2021 EXHIBIT B GENERAL TERMS AND CONDITIONS Section 1. LIMITATION AND SUBORDINATION OF RIGHTS GRANTED. A. The foregoing grant is subject and subordinate to the prior and continuing right and obligation of Licensor to use and maintain its entire property including the right and power of Licensor to construct, maintain, repair, renew, use, operate, change, modify or relocate railroad tracks, signal, communication, fiber optics, or other wirelines, pipelines and other facilities upon, along or across any or all parts of its property, all or any of which may be freely done at any time or times by Licensor without liability to Licensee or to any other party for compensation or damages. B. The foregoing grant is also subject to all outstanding superior rights (including those in favor of licensees and lessees of Railroad Property) and the right of Licensor to renew and extend the same, and is made without covenant of' title or for quiet enjoyment. It shall be Licensee's sole obligation to obtain such additional permission, license and grants necessary on account of any such existing rights. Section 2. ENGINEERING REQUIREMENTS; PERMITS. A. Licensee's Facilities will be designed, constructed, operated, maintained, repaired, renewed, modified, reconstructed, removed, or abandoned in place on Railroad Property by Licensee or its contractor to Licensor's satisfaction and in strict conformity with: (i) Licensor's current engineering standards and specifications, including those for shoring and cribbing to protect Licensor's railroad operations and facilities ("UP Specifications"), except for variances approved in advance in writing by Licensor's Assistant Vice President Engineering — Design or its authorized representative ("UP Engineering Representative"); (ii) such other additional safety standards as Licensor, in its sole discretion, elects to require, including, without limitation, American Railway Engineering and Maintenance -of -Way Association ("AREMA") standards and guidelines (collectively, "UP Additional Requirements"); and (iii) all applicable laws, rules, and regulations, including any applicable Federal Railroad Administration and Federal Energy Regulatory Commission regulations and enactments (collectively, "Laws"). If there is any conflict between UP Specifications, UP Additional Requirements, and Laws, the most restrictive will apply. B. Licensee shall keep the soil over Licensee's Facilities thoroughly compacted, and maintain the grade over and around Licensee's Facilities even with the surface of the adjacent ground. C. If needed, Licensee shall secure, at Licensee's sole cost and expense, any and all necessary permits required to perform any work on Licensee's Facilities Section 3. NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES. A. Licensee and its contractors ale strictly prohibited from commencing any work associated with Licensee's Facilities without Licensor's written approval that the work will be in strict compliance with the "ENGINEERING REQUIREMENTS; PERMITS" Section of this Exhibit B. Upon Licensor's approval, Licensee shall contact both of Licensor's field representatives ("Licensor's Field Representatives") at least ten (10) days before commencement of any work on Licensee's Facilities. B. Licensee shall not commence any work until: (1) Licensor has determined whether flagging or other special protective or safety measures ("Safety Measures") are required for performance of the work pursuant to the "FLAGGING" Section of this Exhibit B and provided Licensee written authorization to commence work; and (2) Licensee has complied with the "PROTECTION OF FIBER OPTIC CABLE SYSTEMS" Section of this Exhibit B. C. lf, at any time, an emergency arises involving Licensee's Facilities, Licensee or its contractor shall immediately contact Licensors Response Management Communications Center at (888) 877-7267. Section 4. FLAGGING. A. Following Licensee's notice to Licensor's Field Representatives required under the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B, Licensor shall inform Licensee if Safety Measures ate required for performance of the work by Licensee or its contractor on Railroad Property. If Safety Measures are required, no work of any kind may be performed by Licensee or its contractor(s) until arrangements for the Safety Measures have been made and scheduled. If no Safety Measures are required, Licensor will give Licensee written authorization to commence work. B. If any Safety Measures are performed or provided by Licensor, including but not limited to flagging, Licensor shall bill Licensee for such expenses incurred by Licensor, unless Licensor and a federal, state, or local governmental entity have agreed that Licensor is to bill such expenses to the federal, state, or local governmental entity. Additional information regarding the submission of such expenses by Licensor and payment thereof by Licensee can be found in the "LICENSEE'S PAYMENT OF EXPENSES" Section of this Exhibit B. If Licensor performs any Safety Measures, Licensee agrees that Licensee is not relieved of any of responsibilities or liabilities set forth in this Agreement. C. For flagging, the rate of pay per hour for each flagger will be the prevailing hourly rate in effect for an eight -hour day for the class of flagmen used during regularly assigned hours and overtime in accordance with Labor Agreements and Schedules in effect at the time the work is performed. In addition to the cost of such labor, a composite charge for vacation, holiday, health and welfare, supplemental sickness, Railroad Retirement and unemployment compensation, supplemental pension, Employees Liability and Property Damage, and Administration will be included, computed on actual payroll. The composite charge will be the prevailing composite charge in effect at the time the work is performed. One and one-half times the current hourly rate is paid for overtime, Saturdays and Sundays, and two and one- half times current hourly rate for holidays. Wage rates are subject to change, at any time, by law or by agreement between Licensor and its employees, and may be retroactive as a result of negotiations or a ruling of an authorized governmental agency. Additional charges on labor are also subject to change. If the wage rate or additional charges are changed, Licensee (or the governmental entity, as applicable) shall pay on the basis of the new rates and chat•ges. D. Reimbursement to Licensor will be required covering the full eight -hour day during which any flagger is furnished, unless the flagger can be assigned to other railroad work during a portion of such day, in which event reimbursement will not be required for the portion of the day during which the flagger is engaged in other railroad work. Reimbursement will also be required for any day not actually worked by the flaggers following the flaggers' assignment to work on the project for which Licensor is required to pay the flaggers and which could not reasonably be avoided by Licensor by assignment of such flaggers to other work, even though Licensee may not be working during such time. When it becomes necessary for Licensor to bulletin and assign an employee to a flagging position in compliance with union collective bargaining agreements, Licensee must provide Licensor a minimum of five (5) days notice prior to the cessation of the need for a Dagger. If five (5) days notice of cessation is not given, Licensee will still be required to pay flagging charges for the days the Dagger was scheduled, even though flagging is no longer required for that period. An additional ten (10) days notice must then be given to Licensor if flagging services are needed again after such five day cessation notice has been given to Licensor. Section 5. SAFETY. A. Safety of personnel, property, rail operations and the public is of paramount importance in the prosecution of any work on Railroad Property performed by Licensee or its contractor, and takes precedence over any work on Licensee's Facilities to be performed Licensee or its contractors. Licensee shall be responsible for initiating, maintaining and supervising all safety operations and programs in connection with any work on Licensee's Facilities. Licensee and its contractor shall, at a minimum comply, with Licensor's then current safety standards located at the below web address ("Licensor's Safety Standards") to ensure uniformity with the safety standards followed by Licensor's own forces. As a part of Licensee's safety responsibilities, Licensee shall notify Licensor if it determines that any of Licensor's Safety Standards are contrary to good safety practices. Licensee and its contractor shall furnish copies of Licensor's Safety Standards to each of its employees before they enter Railroad Property. pittn://U'"" It.co111/Cs/groups/pt11)1ichii!uPJr/(tiSpIDliers/tloctimellis/up ptlf nia1"edoes/pd1 Up SUPPIii, saleiv req.p111 B. Licensee shall keep the job site on Railroad Property free from safety and health hazards and ensure that their employees are competent and adequately trained in all safety and health aspects of the work. C. Licensee agrees that Licensee's Facilities and all parts thereof within and outside of the limits of Railroad Property will not interfere whatsoever with the constant, continuous, and uninterrupted use of the tracks, property, and facilities of Licensor, and nothing shall be done or suffered to be done by Licensee at any time that would in any manner impair the safety thereof. D. Licensor's operations and work performed by Licensor's personnel may cause delays in Licensee's or its contractor's work on Licensee's Facilities. Licensee accepts this risk and agrees that Licensor shall have no liability to Licensee or any other person or entity for any such delays. Licensee must coordinate any work on Railroad Property by Licensee or any third party with Licensor's Field Representatives in strict compliance with the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B. E. Licensor shall have the right, if it so elects, to provide any support it deems necessary for the safety of Licensor's operations and trackage during Licensee's or its contractor's construction, maintenance, repair, renewal, modification, relocation, reconstruction, or removal of Licensee's Facilities. In the event Licensor provides such support, Licensor shall invoice Licensee, and Licensee shall pay Licensor as set forth in the "LICENSEE'S PAYMENT OF EXPENSES" Section of this Exhibit B. Licensor will give as much notice as is feasible recognizing such costs must by authorized by Licensee's City Council and funds must be appropriated. F. Licensee may use unmanned aircraft systems ("UAS") to inspect Licensee's Facilities only upon the prior authorization from and under the direction of Licensor's Field Representatives. Licensee agrees that its use of UAS on Railroad Property will comply with Licensor s then -current Unmanned Aerial Systems Policy and all applicable laws, rules and regulations, including any applicable Federal Aviation Administration regulations and enactments pertaining to UAS. Section 6. PROTECTION OF FIBER OPTIC CABLE SYSTEMS. Fiber optic cable systems may be buried on Railroad Property. Protection of the fiber optic cable systems is of extreme importance since any break could disrupt service to users resulting in business interruption and loss of revenue and profits. In addition to the notifications required under the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B, Licensee shall telephone Licensor during normal business hours (7:00 a.m. to 9:00 p.m. Central Time, Monday through Friday, except for holidays) at 1-800-336-9193 (also a 24-hour, 7-day number for emergency calls) to determine if fiber optic cable is buried anywhere on Railroad Property to be used by Licensee. If it is, Licensee shall telephone the telecommunications company(ies) involved, and arrange for a cable locator, make arrangements for relocation or other protection of the fiber optic cable, all at Licensee's expense, and will not commence any work on Railroad Properly until all such protection or relocation has been completed. Section 7. LICENSEE'S PAYMENT OF EXPENSES. A. Licensee shall bear the entire cost and expense of the design, construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities. B. Licensee shall fully pay for all materials joined, affixed to and labor performed on Railroad Property in connection with the construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities, and shall not permit or suffer any mechanic's or materialman's lien of any kind or nature to be enforced against the property for any work done or materials furnished thereon at the instance or request or on behalf of Licensee. Licensee shall promptly pay or discharge all taxes, charges, and assessments levied upon, in respect to, or on account of Licensee's Facilities, to prevent the same from becoming a charge or lien upon any property of Licensor, and so that the taxes, charges, and assessments levied upon or in respect to such property shall not be increased because of' the location, construction, or maintenance of Licensee's Facilities or any improvement, appliance, or fixture connected therewith placed upon such property, or on account of Licensee's interest therein. Where such tax, charge, or assessment may not be separately made or assessed to Licensee but shall be included in the assessment of the property of Licensor, then Licensee shall pay to Licensor an equitable proportion of such taxes determined by the value of Licensee's property upon property of Licensor as compared with the entire value of such property. C. As set forth in the "FLAGGING" Section of this Exhibit B, Licensor shall have the right, if it so elects, to provide any Safety Measures Licensor deems necessary for the safety of Licensoe's operations and trackage during Licensee's or its contractor's construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities, including, but not limited to supervision, inspection, and flagging services. In the event Licensor provides such Safety Measures, Licensor shall submit an itemized invoice to Licensee's notice recipient listed in the "NOTICES" Article of this Agreement. Licensee shall pay to Licensor the total amount listed on such invoice within thirty (30) days of Licensee's receipt of such invoice. Licensor will give as much notice as is feasible recognizing such costs must by authorized by Licensee's City Council and funds must be appropriated. Section 8. MODIFICATIONS TO LICENSEE'S FACILITIES. A. This giant is subject to Licensoe's safe and efficient operation of its railroad, and continued use and improvement of Railroad Property (collectively, "Railroad's Use"). Accordingly, Licensee shall, at its sole cost and expense, modify, reconstruct, repair, renew, revise, relocate, or remove (individually, "Modification", or collectively, "Modifications") all or any portion of Licensee's Facilities as Licensor may designate or identify, in its reasonable discretion, in the furtherance of Railroad's Use. B. Upon any Modification of all or any portion of Licensee's Facilities to another location on Railroad Property, Licensor and Licensee shall execute a Supplemental Agreement to this Pipeline Agreement to document the Modification(s) to Licensee's Facilities on Railroad Property. If the Modifications result in Licensee's Facilities moving off of Railroad Property, this Agreement will terminate upon Licensee's completion of such Modification(s) and all requirements contained within the "TERMINATION; REMOVAL OF LICENSEE'S FACILITIES" Section of this Exhibit B. Any such Modification(s) off of Railroad Property will not release Licensee from any liability or other obligation of Licensee arising prior to and upon completion of any such Modifications to the Licensee's Facilities. Section 9. RESTORATION OF RAILROAD PROPERTY. In the event Licensee, in and manner moves or disturbs any property of Licensor in connection with the construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities, then, Licensee shall, as soon as possible and at Licensee's sole cost and expense, restore Licensor's property to the same condition as the same were before such property was moved or disturbed. Section 10. INDEMNITY. A. Definitions. As used in this Section: "Licensor" includes Licensor, its affiliates, its and their officers, directors, agents and employees, and other railroad companies using Railroad Property at or near the location of Licensee's installation and their officers, directors, agents, and employees. 2. "Licensee" includes Licensee and its agents, contractors, subcontractors, sub -subcontractors, employees, officers, and directors, or any other person or entity acting on its behalf or under its control. 3. "Loss" includes claims, suits, taxes, loss, damages (including punitive damages, statutory damages, and exemplary damages), costs, charges, assessments, judgments, settlements, liens, demands, actions, causes of action, fines, penalties, interest, and expenses of any nature, including court costs, reasonable attorneys' fees and expenses, investigation costs, and appeal expenses. B. Licensee shall, to the extent allowed by law and the Texas Constitution, release, defend, indemnify, and hold harmless Licensor from and against any and all Loss, even if groundless, fraudulent, or false, that directly or indirectly arises out of or is related to Licensee's construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, removal, presence, use, or operation of Licensee's Facilities, including, but not limited to, any actual or alleged: Bodily harm or personal injury (including any emotional injury or disease) to, or the death of, any person(s), including, but not limited to, Licensee, Licensor, any telecommunications company, or the agents, contractors, subcontractors, sub -subcontractors, or employees of the foregoing; Damage to or the disturbance, loss, movement, or destruction of Railroad Property, including loss of use and diminution in value, including, but not limited to, any telecommunications system(s) or fiber optic cable(s) on or near Railroad Property, any property of Licensee or Licensor, or any property in the care, custody, or control of Licensee or Licensor; 3. Removal of person(s) from Railroad Property; 4. Any delays or interference with track or Railroad's Use caused by Licensee's activity(ies) on Railroad Property, including without limitation the construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities or any part thereof, any activities, labor, materials, equipment, or machinery in conjunction therewith ; 5. Right(s) or interest(s) granted pursuant to this Agreement; 6. Contents escaping from Licensee's Facilities, including without limitation any actual or alleged pollution, contamination, breach, or environmental Loss; 7. Licensee's breach of this Agreement or failure to comply with its provisions, including, but not limited to, any violation or breach by Licensee of any representations and warranties Licensee has made in this Agreement; and 8. Violation by Licensee of any law, statute, ordinance, governmental administrative order, rule, or regulation, including without limitation all applicable Federal Railroad Administration regulations. C. THE FOREGOING OBLIGATIONS SHALL APPLY TO THE FULLEST EXTENT PERMITTED BY LAW AND THE TEXAS CONSTITUTION FOR THE BENEFIT OF LICENSOR, EXCEPT WHERE THE LOSS IS CAUSED BY THE SOLE, ACTIVE AND DIRECT NEGLIGENCE, GROSS NEGLIGENCE, OR WILLFUL MISCONDUCT OF LICENSOR AS DETERMINED IN A FINAL JUDGMENT BY A COURT OF COMPETENT JURISDICTION. Section 11. TERMINATION; REMOVAL OF LICENSEE'S FACILITIES. A. If Licensee does not use the right herein granted on Licensee's Facilities for one (I) year, or if Licensee continues in default in the performance of any provision of this Agreement for a period of' thirty (30) days after written notice from Licensor to Licensee specifying such default, Licensor may, at its sole discretion, terminate this Agreement by written notice to Licensee at the address listed in the "NOTICES" Article of this Agreement. This Agreement will not terminate until Licensee complies with Paragraphs "C" and "D" of this Section found below. B. Intentionally Deleted. C. Prior to the effective date of any termination described in this Section, Licensee shall submit an application to Licensor's online Utility Contracts System at https://www.uprr.com/rem/ucs/jas/#/home for Licensee's removal, or if applicable, abandonment in place of Licensee's Facilities located on Railroad Property ("Removal/Abandonment Work"). Upon the UP Engineering Representative's approval of Licensee's application for the Removal/Abandonment Work, Licensor and Licensee shall execute a separate consent document that will govern Licensee's performance of the Removal/Abandonment Work {limn those potions of Railroad Property not occupied by roadbed and/or trackage ("Consent Document"). Licensor shall then restore the impacted Railroad Property to the same or reasonably similar condition as it was prior to Licensee's installation of Licensee's Facilities. For purposes of this Section, Licensee's (i) performance of the Removal/Abandonment Work, and (ii) restoration work will hereinafter be collectively referred to as the "Restoration Work". D. Following Licensee's completion of the Restoration Work, Licensee shall provide a written certification letter to Licensor at the address listed in the "NOTICES" Article of this Agreement which certifies that the Restoration Work has been completed in accordance with the Consent Document. Licensee shall report to govermnental authorities, as required by law, and notify Licensor immediately if' any environmental contamination is discovered during Licensee's performance of the Restoration Work. Upon discovery, the Licensee shall initiate any and all removal, remedial and restoration actions that are necessary to restore the property to its original, uncontaminated condition. Licensee shall provide written certification to Licensor at the address listed in the "NOTICES" Article of this Agreement that environmental contamination has been remediated and the property has been restored in accordance with Licensor's requirements. Upon Licensor's receipt of Licensee's restoration completion certifications, this Agreement will terminate. E. In the event that Licensee fails to complete any of the Restoration Work, Licensor may, but is not obligated, to perform the Restoration Work and seek reimbursement from Licensee. F. Termination of this Agreement for any reason will not affect any of rights or obligations of the parties which may have accrued, or liabilities or Loss (defined in the "INDEMNITY" Section of this Exhibit B), accrued or otherwise, which may have arisen prior to such termination. EXHIBIT C INSURANCE REQUIREMENTS In accordance with Article 5 of this Agreement, Licensee shall (1) procure and maintain at its sole cost and expense, or (2) require its contractors and subcontractors to procure and maintain, at their sole cost and expense, the following insurance coverage: A. Commercial General Liability Insurance. Commercial general liability (CGL) with a limit of not less than $2,000,000 each occurrence and an aggregate limit of not less than $4,000,000. CGL insurance must be written on ISO occurrence form CG 00 01 12 04 (or a substitute form providing equivalent coverage). The policy must also contain the following endorsement, WHICH MUST BE STATED ON THE CERTIFICATE OF INSURANCE: • Contractual Liability Railroads ISO fortn CG 24 17 10 01 (or a substitute form providing equivalent coverage) showing "Union Pacific Railroad Company Property" as the Designated Job Site. B. Business Automobile Coverage Insurance. Business auto coverage written on ISO form CA 00 01 10 01 (or a substitute form providing equivalent liability coverage) with a limit of not less $2,000,000 for each accident, and coverage must include liability arising out of any auto (including owned, hired, and non -owned autos). The policy must contain the following endorsements, WHICH MUST BE STATED ON THE CERTIFICATE OF INSURANCE: • "Coverage For Certain Operations In Connection With Railroads" ISO form CA 20 70 10 01 (or a substitute form providing equivalent coverage) showing "Union Pacific Railroad Company Property" as the Designated Job Site. C. Workers' Compensation and Employers' Liability Insurance. Coverage must include but not be limited to: • Licensee's statutory liability under the workers' compensation laws of the state(s) affected by this Agreement. • Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 disease policy limit $500,000 each employee. If Licensee is self -insured, evidence of state approval and excess workers' compensation coverage must be provided. Coverage must include liability arising out of the U. S. Longshoremen's and Harbor Workers' Act, the Jones Act, and the Outer Continental Shelf Land Act, if applicable. D. Environmental Liability Insurance. Environmental Legal Liability Insurance (ELL) applicable to bodily injury, property damage, including loss of use of damaged property or of property that has not been physically injured or destroyed, cleanup costs, and defense, including costs and expenses incurred in the investigation, defense, or settlement of claims, or compliance with statute, all in connection with any loss arising from the insured's performance under this Agreement. Except with respect to the limits of insurance, and any rights or duties specifically assigned to the first named insured, this insurance must apply as if each named insured were the only named insured; and separately to the additional insured against which claim is made or suit is brought. Coverage shall be maintained in an amount of at least $2,000,000 per loss, with an annual aggregate of at least $4,000,000. Any retroactive date applicable to ELL insurance coverage under the policy must be the same as or precedes the Effective Date of this Agreement, and continuous coverage must be maintained for a period of five (5) years beginning from the time the work under this Agreement is completed or if coverage is cancelled for any reason the policies extended discovery period, if any, will be exercised for the maximum time allowed. E. Railroad Protective Liability Insurance. Licensee must maintain for the duration of work "Railroad Protective Liability" insurance written on ISO occurrence form CG 00 35 12 04 (or a substitute form providing equivalent coverage) on behalf of Licensor only as named insured, with a limit of not less than $2,000,000 per occurrence and an aggregate of $6,000,000. The definition of "JOB LOCATION" and "WORK" on the declaration page of the policy shall refer to this Agreement and shall describe all WORK or OPERATIONS performed under this Agreement. Notwithstanding the foregoing, Licensee does not need Railroad Protective Liability Insurance after its initial construction work is complete and all excess materials have been removed from Licensor's property; PROVIDED, however, that Licensee shall procure such coverage for any subsequent maintenance, repair, renewal, modification, reconstruction, or removal work on Licensee's Facilities. F. Umbrella or Excess Insurance. If Licensee utilizes umbrella or excess policies, and these policies must "follow form" and afford no less coverage than the primary policy. Other Requirements G. All policy(ies) required above (except business automobile, workers' compensation and employers' liability) must include Licensor as "Additional Insured" using ISO Additional Insured Endorsement CG 20 26 (or substitute form(s) providing equivalent coverage). The coverage provided to Licensor as additional insured shall not be limited by Licensee's liability under the indemnity provisions of this Agreement. BOTH LICENSOR AND LICENSEE EXPECT THAT LICENSOR WILL BE PROVIDED WITH THE BROADEST POSSIBLE COVERAGE AVAILABLE BY OPERATION OF LAW UNDER ISO ADDITIONAL INSURED FORM CG 20 26. H. Punitive damages exclusion, if any, must be deleted (and the deletion indicated on the certificate of insurance), unless (a) insurance coverage may not lawfully be obtained for any punitive damages that may arise under this Agreement, or (b) all punitive damages are prohibited by all states in which this Agreement will be performed. 1. Licensee waives all rights of recovery, and its insurers also waive all rights of subrogation of damages against Licensor and its agents, officers, directors and employees for damages covered by the workers' compensation and employers' liability or commercial umbrella or excess liability obtained by Licensee required in this Agreement, where permitted by law. This waiver must be stated on the certificate of insurance. J. All insurance policies must be written by a reputable insurance company acceptable to Licensor or with a current Best's Insurance Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the work is to be performed. K. The fact that insurance is obtained by Licensee will not be deemed to release or diminish the liability of Licensee, including, without limitation, liability under the indemnity provisions of this Agreement. Damages recoverable by Licensor from Licensee or any third party will not be limited by the amount of the required insurance coverage. L. Licensee is allowed to retain (self -insure) in whole or in part any insurance obligation under this Agreement. Any retention shall be for the account of Licensee. If Licensee elects to retain (self -insure) in whole or in part any insurance required by the Agreement Licensee agrees that it shall provide Railroad with the satne coverage that would have been provided to it by the required commercial insurance forms had Licensee obtained commercial insurance. For all coverage not retained (not self - insured) Licensee shall furnish Railroad with certificates(s) of insurance, executed by a duly authorized representative of each insurer, showing compliance with the insurance requirements in this Agreement. Folder No. 3303-06 EXHIBIT D CONTRACTOR'S RIGHT OF ENTRY AGREEMENT Mile Post: 257.09, Ft. Worth Subdivision Location: Fort Worth, Tarrant County, Texas This CONTRACTORS RIGHT OF ENTRY AGREEMENT ("Agreement") is made and entered into as of the day of , 202 ("Effective Date"), by and between UNION PACIFIC RAILROAD COMPANY, a Delaware corporation, to be addressed at 1400 Douglas Street, MS 1690, Omaha, Nebraska 68179 ("Railroad"), and , to be addressed at ("Contractor"). RECITALS: A. Railroad and City of Forth Worth ("Licensee"), entered into that certain Pipeline Agreement dated 3 - / a , identified in Railroad's records as Folder No. 3303-06, including any amendments or supplements thereto ("Railroad Agreement"), covering Licensee's construction, maintenance, and operation of an underground 24 inch plastic pipeline encased in a 42 inch steel casing for transporting and conveying sewage only, including any appurtenances required for the operation of said pipeline (collectively, "Licensee's Facilities"), across Railroad's real property, trackage, or other facilities located in Fort Worth, Tarrant County, State of Texas ("Railroad Property"). The specific specifications and limited purpose for Licensee's Facilities on, along, across and under Railroad Property are described in and shown on the Print and Specifications dated November 12, 2021, attached hereto as Exhibit A and made a part hereof. B. Contractor has been hired by Licensee to perform on Licensee's Facilities located on Railroad Property ("Work"). C. Railroad is willing to permit Contractor to perform the Work subject to the terms and conditions of this Agreement. IT IS MUTUALLY AGREED BY AND BETWEEN THE PARTIES HERETO AS FOLLOWS: Article 1. DEFINITION OF CONTRACTOR. For purposes of this Agreement, all references in this Agreement to Contractor will include Contractor's contractors, subcontractors, officers, agents and employees, and others acting under its or their authority. Article 2. RAILROAD GRANTS RIGHT. Railroad hereby grants to Contractor during the Term (defined below), and subject to the terms and conditions of this Agreement, to enter upon and have ingress to and egress from Railroad Property for the sole purpose of performing the Work. Contractor acknowledges and agrees that Contractor's performance of the Work is strictly limited to the Work described in this Agreement, or as designated by Railroad's Field Representatives. Article 3. TERM; TERMINATION. A. This Agreement will commence on the Effective Date and will continue for one (I) year from the Effective Date, or until such time as Contractor completes the Work, whichever is earlier ("Term"). Contractor agrees to notify the Railroad's Field Representatives in writing when it has completed the Work. B. Notwithstanding the foregoing, this Agreement may be terminated by either party on ten (10) days written notice to the other party. Article 4. CONTRACTOR'S COMPLIANCE WITH GENERAL TERMS. Contractor represents and warrants that Contractor will strictly comply with all terms and conditions set forth herein, including the General Terms and Conditions, attached hereto as Exhibit B and made a part hereof, in its performance of the Work. Article 5. CONTRACTOR'S COSTS FOR PERFORMANCE OF THE WORK. Contractor shall bear the entire cost and expense of performing the Work, including reimbursement of any costs set forth in the "CONTRACTOR'S PAYMENT OF EXPENSES" Section of Exhibit B of this Agreement. Article 6. INSURANCE. A. During the Term of this Agreement, Contractor shall fully comply or cause its contractor(s) to fully comply with the insurance requirements described in Exhibit C, attached hereto and made a part hereof. Contractor shall send copies of all insurance documentation (e.g., certificates, endorsements, etc.) to Railroad at the address listed in the "NOTICES" Section of this Agreement. B. If Contractor is subject to statute(s) limiting its insurance liability and/or limiting its ability to obtain insurance in compliance with Exhibit C of this Agreement, those statutes shall apply. Article 7. ATTORNEYS' FEES, EXPENSES, AND COSTS. If litigation or other court action or similar adjudicatory proceeding is undertaken by Contractor or Railroad to enforce its rights under this Agreement, all fees, costs, and expenses, including, without limitation, reasonable attorneys' fees and court costs, of the prevailing Party in such action, suit, or proceeding shall be reimbursed or paid by the Party against whose interest the judgment or decision is rendered. The provisions of this Article shall survive the termination of this Agreement. Article 8. DISMISSAL OF CONTRACTOR'S EMPLOYEE. At the request of Railroad, Contiactoi may remove from Railroad Property any employee of Contractor who fails to conform to the instructions of Railroad's Field Representatives in connection with the Work, and any right of Contractor shall be suspended until such removal has occurred. Article 9. ADMINISTRATIVE FEE. Upon execution of this Agreement, Contractor shall pay to Railroad a one-time administrative fee of One Thousand Dollars ($1,000.00), as reimbursement for Railroad's administrative processing of this Agreement. Article 10. NO ADDITIONAL CROSSINGS GRANTED. No additional vehicular crossings (including temporary haul roads) or pedestrian crossings over Railroad Property will be installed by or used by Contractor without the prior written approval of Railroad. Article 11. WAIVER OF BREACH, The waiver by Contractor of the breach of any condition, covenant or agreement herein contained to be kept, observed and performed by Contractor shall in no way impair the right of Railroad to avail itself of any remedy for any subsequent breach thereof. Article 12. ASSIGNMENT. A. Contractor shall not assign this Agreement, in whole or in part, or any rights herein granted, without the written consent of Railroad, which must be requested in writing by Contractor. Any assignment or attempted transfer of this Agreementor any of the rights herein granted, whether voluntary, by operation of law, or otherwise, without Railroad's written consent, will be absolutely void and may result in Railroad's termination of this Agreement pursuant to the "TERM; TERMINATION" Section of this Agreement B. Upon Railroad's written consent to any assignment, this Agreement will be binding upon and inure to the benefit of the parties thereto, successors, heirs, and assigns, executors, and administrators. Article 13. SEVERABILITY. Any provision of this Agreement which is determined by a court of competent jurisdiction to be invalid or unenforceable shall be invalid or unenforceable only to the extent of such determination, which shall not invalidate or otherwise render ineffective any other provision of this Agreement. Article 14. NOTICES. Except Contractor's commencement of work notice(s) required under Exhibit B, all other notices required by this Agreement must be in writing, and (i) personally served upon the business address listed below ("Notice Address"), (ii) sent overnight via express delivery by a nationally recognized overnight delivery service such as Federal Express Corporation or United Parcel Service to the Notice Address, or (iii) by certified mail, return receipt requested to the Notice Address. Overnight express delivery notices will be deemed to be given upon receipt. Certified mail notices will be deemed to be given three (3) days after deposit with the United States Postal Service. If to Railroad: Union Pacific Railroad Company Attn: Analyst — Real Estate Utilities (Folder No. 3303-06) 1400 Douglas Street, MS 1690 Omaha, Nebraska 68179 If to Contractor: Legal Entity Name Attn: IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed as of the Effective Date. UNION PACIFIC RAILROAD COMPANY, a Delaware corporation LEGAL ENTITY NAME By: By: Title: Title: CROSSING NON-FLAMMABLE LIQUID ❑ ENCROACHMENT PIPELINE ■ BOTH B 4799 FT UPRR R. 0, W. -4— 4131 FT • -- 1.1 0. zsFT Fi i rl 91 DEG. . s leI LJ ar CC Lai N ANGLE OF—.—._.___--_ CROSSING CC cc n. 1- 4 I DESCRIBE FIXED OBJECT " CROSSING TRACK Farm 10 Merkel Rd. 2971 CA.I DESCRIBE FI%ED OBJECT CROSSING TRACK '-I NORTH- (ES: 135764542) —A _--gotUPRR PLAN R. O, W._—_—_______—___—_—_—_—_—_ SCALE: 'L' I9 OUTER V OUTER =d TRACK , TRACK I75 I i NONE aim =10 75 -ice FT FT I I I z46.oFT 90 OFT 151 FT ul FT I ri VENT PIPE , 1 . 1� NA FT GROUND (aI TOTAL TRACKS ' NA Fi NA FT i SURFACE _ram DITCHdCE I 23.5 F1 FT 14FT t0 A `' CASING PIPE SECT ION LONGIIUDINA PIPE CARRIER PIPE SCALE: 11011E ENCROACHMENT NOTES: 1) ALL DIMENSIONS MEASURED PERPENDICULAR TO THE CENTERLINE OF TRACK 2) REFER TO AREMA VOLUME 1. CHAPTER 1. PART 5. SECTION 5.1 A) METHOD OF INSTALLATION BORED AND JACKED B) DIST. FROM CENTERLINE OF TRACK TO PIPE ENCROACHMENT UNION PACIFIC BUILDING AMERICA° C) SIGNS PROVIDED? AT MINIMUM SIGNS WILL BE PROVIDED AS STATED ABOVE 111111 DI CARRIER MATERIAL PLASTIC IF RCP, CLASS V? NA COMMODITY TO BE CONVEYED SEWAGE "A" EXHIBIT OPERATIONAL PRESSURE 35 PSI MAOP 3.5 PSI WALL THICKNESS (INCH)/ SCHEDULE 14 DIAMETER 24 IN SUBDIVISION: Build Sub. CATHODIC/COATING PROTECTION No TRACK TYPE: MAINLINE E) CASING MATERIAL STEEL PIPE IF RCP, CLASS V? M.CD 257.09 LAT.: __ P.: 32s7905556 TOTAL LENGTH CASING PIPE:240— FT. WALL THICKNESS E525 IN. DIAMETER 42 IN E.S.M.: 13573.69.04 LONG.:-97.49e05556 CATHODIC/COATING PROTECTION YES NEAREST CITY: COUNTY: STATE: CASING PIPE IS OPEN AT THE ENDS. FORT WORTH TARRANT TX F) DISTANCE FROM CENTERLINE OF TRACK TO NEAR FACE OF BORING AND JACKING PITS WHEN MEASURED AT RIGHT ANGLES APPLICANT: carF FORT WORTH 90 AND 151 FILE NO,: 0330306 DATE: 11/1272021 EXHIBIT B TO THE CONTRACTORS RIGHT OF ENTRY GENERAL TERMS AND CONDITIONS Section 1. LIMITATION AND SUBORDINATION OF RIGHTS GRANTED. A. The foregoing grant is subject and suboidinate to the prior and continuing right and obligation of Railroad to use and maintain its entire property including the right and power of Railroad to construct, maintain, repair, renew, use, operate, change, modify or relocate railroad tracks, signal, communication, fiber optics, or other wirelines, pipelines and other facilities upon, along or across any or all parts of its property, all or any of which may be freely done at any time or times by Railroad without liability to Contractor or to any other party for compensation or damages. B. The foregoing grant is also subject to all outstanding superior rights (including those in favor of licensees and lessees of Railroad Property) and the right of Railroad to renew and extend the same, and is made without covenant of title or for quiet enjoyment. It shall be Contractor's sole obligation to obtain such additional permission, license and grants necessary on account of any such existing rights. Section 2. NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES. A. Contractor is strictly prohibited fiom commencing any Work on Licensee's Facilities without Railroad's written approval that the work will be in strict compliance with (i) the "ENGINEERING REQUIREMENTS; PERMITS" Section of the Railroad Agreement, and (ii) this Exhibit B, Upon Railroad's approval, Contractor shall contact Railroad's Field Representatives at least ten (10) days before commencement of any Work on Licensee's Facilities. B. Contractor shall not commence any work until: (1) Railroad has determined whether flagging or other special protective or safety measures ("Safety Measures") are required for performance of the Work pursuant to the "FLAGGING" Section of this Exhibit B and provided Contractor written authorization to commence the Work; and (2) Contractor has complied with the "PROTECTION OF FIBER OPTIC CABLE SYSTEMS" Section of this Exhibit B. C. If, at any time, an emergency arises involving Licensee's Facilities, Contractor shall immediately contact Railroad's Response Management Communications Center at (888) 877-7267. Section 3. FLAGGING. A. Following Contractor's notice to Railroad's Field Representatives required under the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B, Railroad shall inform Contractor if Safety Measures are required for performance of the Work. If Safety Measures are required, no work of any kind may be performed by Contractor or its contractor(s) until arrangements for the Safety Measures have been made and scheduled. If no Safety Measures are required, Railroad will give Contractor written authorization to commence the Work. B. If any Safety Measures are performed or provided by Railroad, including but not limited to flagging, Railroad shall bill Contractor for such expenses incurred by Railroad, unless Railroad and a federal, state, or local governmental entity have agreed that Railroad is to bill such expenses to the federal, state, or local governmental entity. Additional information regarding the submission of such expenses by Railroad and payment thereof by Contractor can be found in the "CONTRACTOR'S PAYMENT OF EXPENSES" Section of this Exhibit B. If Railroad performs any Safety Measures, Contractor agrees that Contractor is not relieved of any of responsibilities or liabilities set forth in this Agreement. C. For flagging, the rate of pay per hour for each dagger will be the prevailing hourly rate in effect for an eight -hour day for the class of flagmen used during regularly assigned horns and overtime in accordance with Labor Agreements and Schedules in effect at the time the work is performed. In addition to the cost of such labor, a composite charge for vacation, holiday, health and welfare, supplemental sickness, Railroad Retirement and unemployment compensation, supplemental pension, Employees Liability and Property Damage, and Administration will be included, computed on actual payroll. The composite charge will be the prevailing composite charge in effect at the time the work is performed. One and one-half times the current hourly rate is paid for overtime, Saturdays and Sundays, and two and one-half times current hourly rate for holidays. Wage rates are subject to change, at any time, by law or by agreement between Railroad and its employees, and may be retroactive as a result of negotiations or a ruling of an authorized governmental agency. Additional charges on labor are also subject to change. If the wage rate or additional charges are changed, Contractor (or the governmental entity, as applicable) shall pay on the basis of the new rates and charges. D. Reimbursement to Railroad will be required covering the full eight -hour clay during which any flagger is furnished, unless the flagger can be assigned to other railroad work during a portion of such day, in which event reimbursement will not be required for the portion of the day during which the flagger is engaged in other railroad work. Reimbursement will also be required for any day not actually worked by the naggers following the daggers' assignment to work on the project for which Railroad is required to pay the daggers and which could not reasonably be avoided by Railroad by assignment of such daggers to other work, even though Contractor may not be working dui ing such time. When it becomes necessary for Railroad to bulletin and assign an employee to a flagging position in compliance with union collective bargaining agreements, Contractor must provide Railroad a minimum of five (5) days notice prior to the cessation of the need for a flagger. If five (5) days notice of cessation is not given, Contractor will still be required to pay tagging charges for the days the dagger was scheduled, even though flagging is no longer required for that period. An additional ten (10) days notice must then be given to Railroad if flagging services are needed again after such five day cessation notice has been given to Railroad. Section 4. SAFETY. A. Safety of personnel, property, rail operations and the public is of paramount importance in the prosecution of any work on Railroad Property performed by Contractor, and takes precedence over any Work on Licensee's Facilities to be performed by Contractor. Contractor shall be responsible for initiating, maintaining and supervising all safety operations and programs in connection with any Work on Licensee's Facilities. Contractor and its contractor shall, at a minimum comply, with Railroad's then current safety standards located at the below web address ("Railroad's Safety Standards") to ensure uniformity with the safety standards followed by Railroad's own forces. As a part of Contractor's safety responsibilities, Contractor shall notify Railroad if it determines that any of Railroads Safety Standards are contrary to good safety practices. Contractor shall furnish copies of Railroad's Safety Standards to each of its employees before they enter Railroad Property. [Intp/A, weupeomiedeinupdpublitliieuprr/Vsunnliers/d"c"menlslun pill' nalicedocsrpol' up supplier .xl'cle req.ndl] B. Contractor shall keep the job site on Railroad Property free from safety and health hazards and ensure that their employees are competent and adequately trained in all safety and health aspects of the Work. C. Contractor represents and warrants that all parts of Licensee's Facilities within and outside of the Iimits of Railroad Property will not interfere whatsoever with the constant, continuous, and uninterrupted use of the tracks, property, and facilities of Railroad, and nothing shall be done or suffered to be done by Contractor at any time that would in any manner impair the safety thereof. D. Railroad's operations and work performed by Railroad's personnel may cause delays in Contractor's or its contractor's Work on Licensee's Facilities. Contractor accepts this risk and agrees that Railroad shall have no liability to Contractor or any other person or entity for any such delays. Contractor must coordinate any work on Railroad Property by Contractor or any third party with Railroad's Field Representatives in strict compliance with the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B. E. Railroad shall have the right, if it so elects, to provide any support it deems necessary for the safety of Railroad's operations and trackage during Contractor's performance of the Work on Licensee's Facilities. In the event Railroad provides such support, Railroad shall invoice Contactor, and Contractor shall pay Railroad as set forth in the "CONTRACTOR'S PAYMENT OF EXPENSES" Section of this Exhibit B. Section 5. PROTECTION OF FIBER OPTIC CABLE SYSTEMS. Fiber optic cable systems may be buried on Railroad Property. Protection of the fiber optic cable systems is of extreme importance since any break could disrupt service to users resulting in business interruption and loss of revenue and profits. In addition to the notifications required under the "NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B, Contactor shall telephone Railroad during normal business hours (7:00 a.m. to 9:00 p.m. Central Time, Monday through Friday, except for holidays) at 1-800-336-9193 (also a 24-hour, 7-day number for etnergency calls) to determine if fiber optic cable is buried anywhere on Railroad Property to be used by Contactor. It' it is, Contractor shall telephone the telecommunications company(ies) involved, and arrange for a cable locator, make arrangements for relocation or other protection of the fiber optic cable, all at Contractor's expense, and will not commence any work on Railroad Property until all such protection or relocation has been completed. Section 6. CONTRACTOR'S PAYMENT OF EXPENSES. A. Contractor shall beat the entire cost and expense of performing the Work on Licensee's Facilities, including reimbursement of any costs set forth in this Exhibit B. B. Contractor shall fully pay for all materials joined, affixed to and labor performed on Railroad Property in connection with the Work on Licensee's Facilities, and shall not permit or suffer any mechanic's or materialman's lien of any kind or nature to be enforced against the property for any work done or materials furnished thereon at the instance or request or on behalf of Contactor. Contractor shall promptly pay or discharge all taxes, charges, and assessments levied upon, in respect to, or on account of Licensee's Facilities, to prevent the same from becoming a charge or lien upon any property of Railroad, and so that the taxes, charges, and assessments levied upon or in respect to such property shall not be increased because of the location, construction, or maintenance of Licensee's Facilities or any improvement, appliance, or fixture connected therewith placed upon such property, or on account of Contractor's interest therein. Where such tax, charge, or assessment may not be separately made or assessed to Contractor but shall be included in the assessment of the property of Railroad, then Contractor shall pay to Railroad an equitable proportion of such taxes determined by the value of Contractor's property upon property of Railroad as compared with the entire value of such property. C. As set forth in the 'FLAGGING" Section of this Exhibit B, Contractor shall have the right, if it so elects, to provide any Safety Measures Railroad deems necessary for the safety of Railroad's operations and trackage during Contractor's or its contractor's performance of the Work on Licensee's Facilities, including, but not limited to supervision, inspection, and flagging services. In the event Railroad provides such Safety Measures, Railroad shall submit an itemized invoice to Contractor's notice recipient listed in the "NOTICES" Article of this Agreement. Contractor shall pay to Railroad the total amount listed on such invoice within thirty (30) days of Contractor's receipt of such invoice. Section 7. RESTORATION Or RAILROAD'S PROPERTY. In the event Contractoi, in any manner moves or disturbs any property of Railroad in connection with performance of the Work on Licensee's Facilities, then, Contractor shall, as soon as possible and at Contractor's sole cost and expense, restore Railroad's property to the same condition as the same were before such property was moved or disturbed. Section 8. INDEMNITY. A. Definitions. As used in this Section: 1. "Railroad" includes Railroad, its affiliates, its and their officers, directors, agents and employees, and other railroad companies using Railroad Property at or near the location(s) of Licensee's Facilities and their officers, directors, agents, and employees. 2. "Contractor" includes Contractor and its agents, contractors, subcontractors, sub -subcontractors, employees, officers, and directors, or any other person or entity acting on its behalf or under its control. 3. "Loss" includes claims, suits, taxes, loss, damages (including punitive damages, statutory damages, and exemplary damages), costs, charges, assessments, judgments, settlements, liens, demands, actions, causes of action, fines, penalties, interest, and expenses of any nature, including court costs, reasonable attorneys' fees and expenses, investigation costs, and appeal expenses. B. Contractor shall release, defend, indemnify, and hold harmless Railroad from and against any and all Loss, even if groundless, fraudulent, or false, that directly or indirectly arises out of or is related to Contractor's performance of the Work on Licensee's Facilities, including, but not limited to, any actual or alleged: 1. Bodily harm or personal injury (including any emotional injury or disease) to, or the death of, any person(s), including, but not limited to, Contractor, Railroad, any telecommunications company, or the agents, contractors, subcontractors, sub -subcontractors, or employees of the foregoing; 2. Damage to or the disturbance, loss, movement, or destruction of Railroad Property, including loss of use and diminution in value, including, but not limited to, any telecommunications system(s) or fiber optic cable(s) on or near Railroad Property, any property of Contractor or Railroad, or any property in the care, custody, or control of Contractor or Railroad; 3. Removal of person(s) from Railroad Property; 4. Any delays or interference with track or Railroad's railroad operations caused by Contractor's activity(ies) on Railroad Property, including without limitation the construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities or any part thereof, any activities, labor, materials, equipment, or machinery in conjunction therewith ; 5. Right(s) or interest(s) granted pursuant to this Agreement; 6. Contents escaping from Licensee's Facilities, including without limitation any actual or alleged pollution, contamination, breach, or enviromnental Loss; 7. Contractor's breach of this Agreement or failure to comply with its provisions, including, but not limited to, any violation or breach by Contractor of any representations and warranties Contractor has made in this Agreement; and 8. Violation by Contractor of any law, statute, ordinance, governmental administrative order, rule, or regulation, including without limitation all applicable Federal Railroad Administration regulations. C. THE FOREGOING OBLIGATIONS SHALL APPLY TO THE FULLEST EXTENT PERMITTED BY LAW FOR THE BENEFIT OF RAILROAD TO LOSSES CAUSED BY, ARISING FROM, RELATING TO, OR RESULTING FROM, IN WHOLE OR IN PART, THE NEGLIGENCE OF RAILROAD, AND SUCH NEGLIGENCE OF RAILROAD SHALL NOT LIMIT, DIMINISH, OR PRECLUDE CONTRACTOR'S OBLIGATIONS TO RAILROAD IN ANY RESPECT. NOTWITHSTANDING THE FOREGOING, SUCH OBLIGATION TO INDEMNIFY SHALL NOT APPLY TO THE EXTENT THE LOSS IS CAUSED BY THE SOLE, ACTIVE AND DIRECT NEGLIGENCE, GROSS NEGLIGENCE, OR WILLFUL MISCONDUCT OF RAILROAD AS DETERMINED IN A FINAL JUDGMEN f BY A COURT OF COMPETENT JURISDICTION. EXHIBIT C TO THE CONTRACTORS RIGHT OF ENTRY INSURANCE REQUIREMENTS In accordance with Article 6 of this Agreement, Contractor shall (I) procure and maintain at its sole cost and expense, or (2) require its contractors and subcontractors to procure and maintain, at their sole cost and expense, the following insurance coverage: A. Commercial General Liability Insurance. Commercial general liability (CGL) with a limit of not less than $2,000,000 each occurrence and an aggregate limit of not less than $4,000,000. CGL insurance must be written on ISO occurrence form CG 00 01 12 04 (or a substitute form providing equivalent coverage). The policy must also contain the following endorsement, WHICH MUST BE STATED ON THE CERTIFICATE OF INSURANCE: • Contractual Liability Railroads ISO form CG 24 17 10 01 (or a substitute form providing equivalent coverage) showing "Union Pacific Railroad Company Property" as the Designated Job Site. B. Business Automobile Coverage Insurance. Business auto coverage written on ISO form CA 00 01 10 01 (or a substitute form providing equivalent liability coverage) with a limit of not less $2,000,000 for each accident, and coverage must include liability arising out of any auto (including owned, hired, and non -owned autos). The policy must contain the following endorsements, WHICH MUST BE STATED ON THE CERTIFICATE OF INSURANCE: • "Coverage For Certain Operations In Connection With Railroads" ISO form CA 20 70 10 01 (or a substitute form providing equivalent coverage) showing "Union Pacific Railroad Company Property" as the Designated Job Site. C. Workers' Compensation and Employers' Liability Insurance. Coverage must include but not be limited to: • Contractor's statutory liability under the workers' compensation laws of the state(s) affected by this Agreement. • Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 disease policy lirnit $500,000 each employee. If Contractor is self -insured, evidence of state approval and excess workers' compensation coverage must be provided. Coverage must include liability arising out of the U.S. Longshoremen's and Harbor Workers' Act, the Jones Act, and the Outer Continental Shelf Land Act, if applicable. D. Environmental Liability Insurance. Environmental Legal Liability Insurance (ELL) applicable to bodily injury, property damage, including loss of use of damaged property or of property that has not been physically injured or destroyed, cleanup costs, and defense, including costs and expenses incurred in the investigation, defense, or settlement of claims, or compliance with statute, all in connection with any loss arising from the insured's performance under this Agreement. Except with respect to the limits of insurance, and any rights or duties specifically assigned to the first named insured, this insurance must apply as if each named insured were the only named insured; and separately to the additional insured against which claim is made or suit is brought. Coverage shall be maintained in an amount of at least $2,000,000 per loss, with an annual aggregate of at least $4,000,000. Contractor warrants that any retroactive date applicable to ELL insurance coverage under the policy is the same as or precedes the Effective Date of this Agreement, and that continuous coverage will be maintained for a period of five (5) years beginning from the time the Work under this Agreement is completed or if coverage is cancelled for any reason the policies extended discovery period, if any, will be exercised for the maximum time allowed. E. Railroad Protective Liability Insurance. Contractor must maintain for the duration of work "Railroad Protective Liability" insurance written on ISO occurrence form CG 00 35 12 04 (or a substitute form providing equivalent coverage) on behalf of Railroad only as named insured, with a limit of not less than $2 000,000 per occurrence and an aggregate of $6,000,000. The definition of "JOB LOCATION" and "WORK" on the declaration page of the policy shall refer to this Agreement and shall describe all WORK or OPERATIONS performed under this Agreement. Notwithstanding the foregoing, Contractor does not need Railroad Protective Liability Insurance after its initial construction work is complete and all excess materials have been removed from Railroad Property; PROVIDED, however, that Contractor shall procure such coverage for any subsequent maintenance, repair, renewal, modification, reconstruction, or removal work on Licensee's Facilities. F. Umbrella or Excess Insurance. If Contractor utilizes umbrella or excess policies, and these policies must' follow form" and afford no less coverage than the primary policy. Other Requirements G. All policy(ies) required above (except business automobile, workers' compensation and employers' liability) must include Railroad as "Additional Insured" using ISO Additional Insured Endorsement CG 20 26 (or substitute form(s) providing equivalent coverage). The coverage provided to Railroad as additional insured shall not be limited by Contractor's liability under the indemnity provisions of this Agreement. BOTH RAILROAD AND CONTRACTOR EXPECT THAT RAILROAD WILL. BE PROVIDED WITH THE BROADEST POSSIBLE COVERAGE AVAILABLE BY OPERATION OF LAW UNDER 1S0 ADDITIONAL INSURED FORM CG 20 26. H. Punitive damages exclusion, if any, must be deleted (and the deletion indicated on the certificate of insurance), unless (a) insurance coverage may not lawfully be obtained for any punitive damages that may arise under this Agreement, or (b) all punitive damages are prohibited by all states in which this Agreement will be performed. 1. Contractor waives all rights of recovery, and its insurers also waive all rights of subrogation of damages against Railroad and its agents, officers, directors and employees for damages covered by the workers' compensation and employers' liability or commercial umbrella or excess liability obtained by Contractor required in this Agreement, where permitted by law. This waiver must be stated on the certificate of insurance. J. All insurance policies must be written by a reputable insurance company acceptable to Railroad or with a current Best's Insurance Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the Work is to be performed. K. The fact that insurance is obtained by Contractor will not be deemed to release or diminish the liability of Contractor, including, without limitation, liability under the indemnity provisions of this Agreement. Damages recoverable by Railroad from Contractor or any third party will not be limited by the amount of the required insurance coverage. EXHIBIT D [FORM OF CONTRACTOR'S RIGHT OF ENTRY AGREEMENT TO BE ATTACHED] GUIDELINES FOR TRACK & GROUND MONITORING Contents 1. Introduction 2 A. Purpose 2 2. Track and Ground Monitoring 2 A. General track and ground monitoring requirements 2 B. Track Monitoring 3 C. Ground Monitoring 3 D. Contingency Plans 3 3. Excavation Requirements 4 A. Shoring Design 4 B. Excavation Safety 4 4. Glossary 5 1 1. Introduction A. Purpose 1. The purpose of these Guidelines is to inform 3rd party Applicants, Contractors and others outside of the Railroad of the requirements and standards for the monitoring of track movement, both vertical and horizontal, and ground movement due to surrounding construction. 2. This document governs at all locations where the Railroad operates, regardless of track ownership or track status, either active or out of service. 2. Track and Ground Monitoring A. General track and ground monitoring requirements 1. Track and ground monitoring are required for any of the following three conditions: i. For crossings with pipe diameter and depth (below base of rail) as shown below in Tao e 2-1. ii. For shoring within Zone A of any track, as shown below in Figure 2-1. iii. Additional monitoring may be required by the Railroad on a case by case basis. 2. Monitoring schedule i. Monitoring shall commence once any construction activity is within Zone A. See Figure 2-1. ii. Monitoring shall continue, after installation is complete, for 7 days or as required by the Railroad. a. For large and/or shallow pipeline installations monitoring may be required for up to 30 days. 3. General requirements i. Temporary lighting may also be required by the Railroad to identify tripping hazards to train crewmen and other Railroad personnel. ii. Any excavation, holes or trenches on the Railroad property shall be covered, guarded and/or protected. Handrails, fence, or other barrier methods must meet OSHA and FRA requirements. Table 2-1 <=12 <=18 <=24 <=30 <=36 <=42 <=48 <=54 <=60 L 4- 0 a) L) 0 a) <=5 <=10 <=15 <=20 <=25 <=30 >30 >60 X x x x x x x x x x x X x x x x x x x x x x X x x x x x x x x x x X x x x x x x x x X x x x x x x X x x x X x X = Monitoring is required Figure 2-1 c Track 0 2' 4' 6' 8' 10' 12 15'-0" No Excavation PR - 6' �Bose of Roil 8' 10' 12' 14' Excavation Permitted, As Approved by Railroad} • Sample Excavation Ground Line r - ' 16' 18' 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40' 1 AI () ZONE B 0 N C I No Excavation ZONE AF ,1I 1 1l 1 1ll'f(I� I (-)I((_)URJI) 1v101\11-lORIIJ(3 61111)1 1 11J1 Ai i I II( )1,I I) I,Y: I: 11(If SE1J, UPIW S-I I(UC !MI!, I)IT51e,N. I)AI I : APRII, 20)1 2 B. Track Monitoring 1. Track Deflection Limits i. The top of rail shall not permanently deflect more than 'A inch vertical or horizontal. This is not an "allowable" deflection. All estimated deflection should be eliminated to the greatest extent possible prior to construction. 2. Targets i. Track monitoring shall not require track access other than to place the track monitoring targets. ii. Monitoring targets should be placed such that monitoring is possible when a train is present. However, monitoring during the passing of a train is not required as the train will temporarily deflect the track. iii. Adhesive backed reflective targets may be attached to the side of the rail temporarily. Targets should be removed once monitoring phase is complete. iv. Note, there are normal and temporary vertical track deflections caused by the passage of a train which should be noted and established prior to construction. 3. Monitoring Plan i. If the top of rail does deflect more than 1/4 inch, either vertical or horizontal, all operations shall stop until the matter is resolved. ii. Provide established contingency plan, See Section 2.D, in the event of ground loss and/or the rail deviates 'A inch vertical or horizontal. iii. Establish a bench mark in the vicinity of the construction. Establish locations for shooting elevations on the top of rail at each area of construction. a. Example locations for shooting rail elevations would be at: • At the centerline of an under track crossing. • At both outside edges of the crossing. ie. For a wide excavation. • At multiple locations from the crossing/excavation edge but no less than 10, 20, 30, 40 and 50 feet from the crossing. iv. Monitoring shall be continuous and recorded in a field log book dedicated for this purpose. Copies of these field log entries can be made available to all concerned parties upon request at any time during construction. C. Ground Monitoring 1. Provide means for monitoring ground settlement. Submit monitoring plan for Railroad review. 2. Ground monitoring points should be in alignment above the proposed construction activities. D. Contingency Plans 1. The Contractor shall supply Contingency Plan(s), which anticipate reaching the Threshold and Shutdown values, for all construction activities which may result in horizontal and/or vertical track deflection. i. Track monitoring values - a. Threshold value = 1/8 inch permanent vertical or horizontal deflection b. Shutdown value = 1/4 inch permanent vertical or horizontal deflection 2. The Contingency Plans shall provide means and methods, with options if necessary. The Contractor should anticipate the need to implement each Contingency Plan with required materials, equipment and personnel. i. Once the Threshold value is met, the contractor shall determine the appropriate Contingency Plan(s) and immediately discuss this plan with, and receive approval confirmation from, the Railroad or authorized Railroad representative. ii. Once the Shutdown value is met all project work shall stop and the chosen Contingency Plan shall commence. a. The Railroad may choose to allow and/or require the immediate implementation of specific approved Contingency Plans, submitted by the Contractor, once the Shutdown value is met. IJPRR "I RACK & GROUND MONITORING GUIDFI INES \U 11 IOREU BY: RICI< Fitl( C I M(..lFUR! S I)1 SIGN, D/\ I C: APRII , 7021 3 3. Excavation Requirements A. Shoring Design 1. For temporary earth retention design requirements on the Right -of -Way, see the Railroad Guidelines for Temporary Shoring. http://www.up.com/real_estate/roadxing/industry/index.htm B. Excavation Safety 1. Guardrails i. Guardrails shall be provided to surround unattended excavations on Railroad Right -of -Way per OSHA Standard Number 1926.502 as follows. a. The guardrail height shall be at least 42 inches above the walking surface. b. The smallest dimension for openings in the guardrail shall be no greater than 19 inches. c. Guardrail systems shall be capable of withstanding, without failure, a force of at least 200 pounds applied within 2 inches of the top edge, in any outward or downward direction, at any point along the top edge of the guardrail. UPRR TRACK & GROUND MONITORING GUIDELINES AU -I I IORI ) 13Y: RI(:K FRIFSFN, UPRR STRUCTURES DESIGN. I)AI I : APRII, 2021 4 4. Glossary Applicant: Any party proposing to install a new, and/or abandon existing, pipelines or Wirelines on Railroad right-of- way or other Railroad operating location, regardless of track being active or out of service. This includes any contractor, employee or consultant hired by said party. Call Before You Dig: A Union Pacific Railroad 24-hr by 7-day communication center to assist in protecting, documenting and notifying callers of other utilities installed within the Railroad right-of-way. 1-800-336-9193 Crossing: Refers to a Utility which is crossing the Railroad track(s). Carrier Pipe: Pipe used to transport the product. Casing Pipe: Pipe through which the carrier pipe is installed. Cover: Distance from either the base of rail or finished grade to the top of Pipeline or Wireline. Encroachment: Utilities on Railroad right-of-way which are generally oriented parallel with Railroad right-of-way and/or track. Centerline of Track: An imaginary line, that runs down the center of the two rails of a track. Construction Documents: Design plans and calculations, project and/or standard specifications, geotechnical report and drainage report. Construction Window: A timeframe in which construction or maintenance can be performed by the Contractor with the required presence of a Flagman. Contractor: The individual, partnership, corporation or joint venture and all principals and representatives (including Applicant's subcontractors) with whom the contract is made by the Applicant for the construction of the Grade Separation Project. Facility: Refers to the Applicant's pipeline, wireline, poles, manholes, handholes, splice boxes, storage tanks and other such structures which exist as part of the Applicant's infrastructure. Flagman (Flagging): A qualified employee of the Railroad providing protection to and from Railroad operations per Railroad requirements. Guidelines: Information contained in this document. Industry Track: A secondary track designed to allow access to industries along the main track. Main Track: A principle track, designated by Timetable or special instructions, upon which train movements are generally authorized and controlled by the train dispatcher. Main Track must not be occupied without proper authority. Railroad Load: Cooper E-80 loading. Railroad: Refers to Union Pacific Railroad. Railroad Manager of Track Maintenance (MTM): Railroad representative responsible for maintenance of the track and supporting subgrade. Right -of -Entry Agreement: An agreement between the Railroad and an Applicant or a Contractor allowing access to Railroad property. Right -of -Way: The private property limits owned by the Railroad. Tracks: The rails, ties and ballast and roadbed that compose the traveling surface used by trains. Utility: Refers to a pipeline or wireline. Wireline: Refers to electric power and communication utility systems including, but not limited to, all associated conductors, cables, support structures, and equipment. 5 Observation Rates: The daily rates for Observation services to be provided under this Agreement are based on eight (8) hours per day and will be as follows: • Mobilization/Administrative Fee $1,000 per Observer Required (each project will incur a fee for travel and administrative costs per Observer). 24 Hour continuous work requires two Observers. Project must be cancelled 4 business days prior to the scheduled start date to avoid additional mobilization fee. Multiple mobilization fees or additional labor fees will be charged if the project cannot be constructed in consecutive days (Monday through Saturday at a minimum) or if there is a delay during installation. • Construction Observation Fees $1,400/Standard 8-hour day. Overtime rate after 8 hours is $200 per hour (all scheduling requests require a minimum 10-business days' notification). • Surcharge Fee Activity in certain regions of the U.S. has created high demand for hotel rooms and increased related travel costs. The Project falls within such a region, therefore a surcharge of $0.00 per day will be added to the invoice. Flagging Rates: The rates for Flagging services are as follows: Standard WorkDay: Standard 8 hour day $1,018.00 Overtime rate per hour after 8 hours $135.00 NI : hts, Weekends, and Holidays: Standard 8 hour day $1,285.00 Overtime rate per hour after 8 hours $154.00 In the event of cancellation, if RailPros Management is given less than 24 hours' notice, it is considered a billable day. Cancellations must be made in writing to UP.Info@RailPros.com. This quote is based on RailPros standard labor rates and does not take into any account prevailing wage requirements. If prevailing wages are applicable for this project, RailPros will re -quote based on the prevailing wage requirements. Invoices are submitted upon completion of the job or at month's end. On -going jobs are billed on a monthly basis. Payments of invoices are due upon receipt. Invoices are subject to a 1.5% fee for every 30 days the payment is delinquent. RailPros accepts payment for services via Visa, MasterCard, Discover and American Express without additional fees. We encourage you to use this free and convenient service with no processing fees. Please refer to the second page of this document for credit card payments. Please contact RailPros at 877-315-0513 X116 or UP.Info@railpros.com for more information. This quote is valid for 30 days and is subject to the attached Services Agreement (SA). You may indicate your acceptance of this quote and the SA by signing and returning both documents via email. Customer Project Information Shr Pe.__ Project Information . Please fill in each cell for processing UPRR Agreement Folder Number(s) (example 1234-56): Section One: ' - ._. Estimated Start Date for Construction On, Under, or Above UPRR ROW: Union Pacific's Third Party Flagging Policy: I www.up.com/real estate/third-party-flagging/index.htm Estimated Duration (in days) for Flagger (CIC): Estimated Duration (in days) for RailPros Observer: Estimated Work Schedule (example Mon. — Sat.): Daily Start Time / End Time (example 0700 to 1700 etc.): Section Two: Field Contact Person(s): Mobile Phone Number(s): Email Address(s): Project's Location (City / State): Railroad Subdivision: Railroad Mile Post(s) (MP): Section Three:. Project Encroachment, Wireline Description crossing, Underground etc.): (example HDD, or Overhead Jack and Pipeline Bore, / What type of equipment will be used? How close will the equipment be to the tracks (in feet)? If instructed by the Railroad, please have all the listed on -site below: personnel complete the Railroad Safety Training "Safety Access is Training Union Pacific's (UP -PAT) #1 can priority be found and extends here: UP to UP all Property who come on Access Union Training Pacific properties." Union Pacific Property By checking this box, I acknowledge that if any ground will be disturbed or excavated upon UPRR property, that I will comply with UPRR Specifications and contact the local UPRR representatives (MTM and/or MSM), in accordance with my UPRR Agreement. I acknowledge Additional Comments: ThRAILPROS PIEIL_ 0 SERVICES Customer Billing Information Sheet Section Four Billing Information (Responsible Party): ` - . Please fill in each cell for processing Company Name: Contact Name: Street Address: City / State / Zip Code: Phone Number: Contact Name Email Address: Do you need a W-9? How would you like to receive the RailPros Invoice(s)? Other Hard Copy Mailed Email If Other, please explain and give directions: PO ompany # to be Information listed on RailPros (if Invoices: different than above): ' Company Name: Contact Name / Email Address: Phone Number: Street Address: City / State / Zip Code: Section Five Prevailing Wage Information: Does your project involve Prevailing Wate requirements? If you select yes, please complete No Yes the portion below and email the supporting documentation that details the PW rates for the County the work will take in (the documents are required to create the Flagging paperwork): If you select yes, you be asked to review RailPros Flagging position services. statement (pdf that will be emailed to you) on PW Project Name: PW Project Number: PW City / County / State: Certified Payroll Information: Contact Name: Phone Number: Email Address: Additional Comments: RAILPROS 1= 1 S l-0 S E RV 1C ES WORK PLAN Union Pacific Railroad Folder Number: 3303-06 Date Submitted to RailPros Field Services: Work Plan Directions: This project has been identified by Union Pacific Railroad (UPRR) as requiring third party construction observation. RailPros will be providing the Construction Observation services for this project and is here to assist in moving this project to completion. The Union Pacific Railroad Real Estate Agreement outlines the requirements and standards for this installation. This work plan describes the specific details of the project, in terms of the site layout, schedule, means and methods, and general requirements, to ensure compliance with the agreement. This work plan, once released, is the basis that the Construction Observer will assess the work. Any field changes from the work plan shall be submitted via email to utilities.office.staff(Wrailpros.com for review and must meet or exceed UPRR and/or AREMA standards. Work Plan Submittal Check List: (Please check off all requirements in list, or strike through text if item is not required) 1. Engineering Plan and Profile (Exhibit A does not qualify): a. Mark locations of launch and receiving locations. b. Dimension the distances from the centerline of track and any existing utilities. c. Dimension depth of excavation. d. Railroad right of way and railroad tracks clearly outlined 2. Track Monitoring Plan (if required): a. See attached Track Monitoring Guideline (pdf) 3. HDD Installations Only: a. Inadvertent Return Contingency Plan (Frac-Out Plan) b. HDD Plan Requirements 4. Shoring Plan Only for excavation within UPRR property and Zone A or Zone B: a. Calculations for shoring within zone a. b. Cut sheets for proprietary systems as applicable. c. Description of shoring to include but is not limited to: d. Exploration (pot holing) e. Demolition f. Excavation g. Fall protection/confined space entry h. Work process i. Backfill j. Close-out k. Contingencies which include weather events and hazmat I. Reference the following link to assure compliance. Https://www.up.com/cs/groups/public/@uprr/@customers/@industrialdevelopment/@operationsspecs/@spe cifications/documents/up pdf nativedocs/pdf up str temp-shoring.pdf Prime Contractor Contact Name: Email Address: Phone Number: Note: The field contact will be asked to sign the daily report to verify hours. Sub -Contractor (if performing the installation) Contact Name: Email Address: Phone Number: Note: The field contact will be asked to sign the daily report to verify hours. Project Information Item Response Item Response Lat/Long (Decimal Form) Number of Tracks (HDD, Method Jack of Installation and Bore, Etc.) Casing Pipe Length Depth from top of pipe to base of rail Casing Pipe Type Distance Track CL from face of receiving pit to Nearest Casing Pipe Diameter Distance Track CL from face of jacking pit to Nearest Casing Pipe Thickness Excavation rail depth of jacking pit from base of Carrier Pipe Type Excavation rail depth of receiving pit from base of Carrier Pipe Diameter Estimated Start Date Carrier Pipe Thickness Estimated above UPRR Project property) Duration (on, under, or Is the roadway? crossing within a Will (welding, there open be hot flame, work within cutting, UPRR etc.) ROW? abandonment within Will there UPRR be ROW? work Description of Work: Provide a description of Means and Methods the contractor will use to complete the authorized work on, under, or above UPRR property. Excavation or potholing within 15 feet of track centerline is not acceptable, unless approved by UPRR Engineering. Equipment: Machine Make & Model: Description of Process: 1. 2. 3. 4. 5. 6. 7. 8. Please review the following Zink to ensure compliance with all UPRR PPE Requirements. https://www.up.com/cs/groups/public/@uprr/@suppliers/documents/up pdf nativedocs/pdf up supplier safety req.pdf Track Monitoring: occurring Track in more Monitoring than one Plan (1) shift, is required Track utilities.office.staff@railpros.com. in Monitoring accordance is with required the during UPRR Track all shifts. Monitoring Send track Guideline monitoring (attached). data to If work is Survey Company: Name of Surveyor: Instrument: Will you be using adhesive targets for the track monitoring? Yes or No Description 1. 2. 3. 4. 5. 6. 7. 8. https://www.up.com/cs/groups/public/@uprr/@suppliers/documents/up of Process: Please review the following Zink to ensure compliance with all pdf UPRR nativedocs/pdf PPE Requirements. up supplier safety req.pdf TRWD UTILITY CROSSING PERMIT 411.1.1r trwTarrant Regional Water District October 19, 2022 Dunaway Mr. Josh Wright 550 Bailey Avenue, Suite 400 Fort Worth, TX 76107 Via email: jwright@dunaway.com RE: Walnut Creek Sanitary Sewer Interceptor Extension — Phase I Mr. Wright: Thank you for submitting drawings for the referenced project at Aledo Road within Tarrant Regional Water District right of way in the City of Fort Worth, Tarrant County, Texas. The improvements within TRWD ROW are approved under the following bullet point conditions: • Walnut Creek Sanitary Sewer Line must be installed as depicted in the attached drawings. • No bore pits allowed within TRWD ROW. • No material or equipment may be stored within TRWD ROW. • Equipment crossing heavier than HS20 must be previously approved in writing. • A TRWD representative must be onsite during construction. Please schedule with the undersigned at Hayley Cox@trwd.com and please provide 48 hours' advance notice. • A copy of this approval must be kept on the construction site at all times. • A copy of this letter must be provided to the Property Owner. • As-builts must be provided to the undersigned upon completion of the project. Please be reminded that all improvements constructed upon TRWD property must be previously approved by TRWD in writing and are constructed at the sole risk and responsibility of the owner, their successors and assigns. TRWD processes and reviews all Project Submittals on a case -by -case basis and reserves the right to approve or deny any such submittal at its sole discretion. TRWD will not be held liable for any damage to the proposed improvements resulting from our operation and maintenance of TRWD existing and future pipelines and their appurtenant structures. In addition, the Project Owner and/or their contractors will be liable for any damage caused to TRWD's property and structures during this project. Kind regards, Hayley Cox Land Agent 800 Fast Northside Drive I Fort Worth, TX 76102-1016 I Office: (817) 335.2491 I TRWD.com Enriching communities. Improving the quality of life. § $ |; © / } [ \ \ ,/ MATCH ILv 9 GI nnennn Amp/ �a�,� yra r. 1.; a \ PA44 Ono BgiLl 04 cs Co Co }\ \ nPii lontt MATCH LINE STA 45+00 FORT WORTH FLOODPLAIN DEVELOPMENT PERMIT APPLICATION FOR FLOODPLAIN DEVELOPMENT PERMIT PLEASE TYPE Date 12/07/2021 Permit No. FDP-21-00294 Name of Owner or Applicant Josh Wright, PE Telephone No. 817-392-7803 Address of owner 550 Bailey Ave. Suite 400 Nearest Stream Walnut Creek Office Use Only ❑ Approved • Denied" 0 Approved With Conditions' Location of Permit Area (Address or Legal Description) 13000 Aledo Road, Fort Worth TX 76126 Date In: 12.72021 Date Out Processed By: DS 12.9.2021 Approved By: �2LIL 3- PURPOSE OF REQUEST: 111 Excavation Building Permit • Filling UDredging or Mining ✓ Utility Construction Grading IJ Paving ❑Drilling Operations ❑ Other BRIEF DESCRIPTION OF PROPOSAL (Attach separate sheet if needed) We are designing a 24" sanitary sewer line for the Fort Worth Water Department. For this project we will be working within the 100 Year Floodplain on 13000 Aledo Road. Erosion control practices will be specified to prevent alterations to the site's drainage, and existing slopes will be restored after construction. The project does not have a final floor elevation, retaining walls, and identifying permits such as building permit are not applicable to this project. COMPLETE APPLICABLE QUESTIONS: Total drainage area of watercourse 3162 acres. 2. Regulatory flood elev. 857-FT 3. Has site previously flooded? 5. Is safe access available during times of flood? 6. Is the proposal within the designated floodway? Yes ✓ No 4. Is site subject to flooding? L Yes Yes • No LJ Unknown Yes Pi No ❑Unknown • 7. Have all necessary prior approval permits been obtained from federal, state or local governmental agencies?. None Required Yes No (If no, explain; if yes, provide copies of approval letters or permits.) Not available. No Tarrant County Floodplain Administator ATTACH THE FOLLOWING IF APPLICABLE: 1. Two (2) sets scale drawings showing location, dimensions, elevations of existing and proposed topographic alterations, existing and proposed structures, location relative to floodplain area. 2. Extent to which watercourse or natural drainage will be altered or relocated. 3. Supporting hydraulic calculations, reports, etc., used as a basis for proposed improvements. 4. Lowest floor elevation (including basement) of all proposed structures. 5. Elevation to which any non-residential structure shall be flood proofed. 6. Certification by registered professional engineer or architect that flood proofing criteria are met as set forth in Section 7-347, Sub Section b, Ordinance No. DURING PROPOSAL: THE OCCURRENCE OF A 100-YEAR FREQUENCY FLOOD WILL THE Yes No Info. Not Available 1. Reduce capacity of channels/floodways/watercourse in floodplain area? ❑ ✓ ❑ 2. Measurably increase flood flows/heights/damage on off -site properties? I III ❑ 3. Individually or combined with other existing or anticipated development expose adjacent properties to adverse flood effects? ❑ ❑IN 4. Increase velocities/volumes floodplain soils on subject of flood waters property or adjacent sufficiently to create property upstream/downstream? significant erosion ofII1/ ❑ 5. Encroach on floodway causing increase in flood levels? ✓ ❑ ❑ 6. Provide compensatory storage for any measurable loss of flood storage capacity? S ❑ C FLOODPLAIN DEVELOPMENT PERMIT The City of Fort Worth's Floodplain Permit Program is authorized by Section 7-318 of City Ordnance No. 11998, adopted June 13, 1995. This permit is required for all development taking place within the area of the 100-year floodplain (special flood hazard areas) as shown on the current Flood Insurance Rate Maps and Flood Boundary-Floodway Maps, published by the Federal Emergency Management Agency (FEMA). These maps are available for public inspection in the Engineering Department, Municipal Building, 1000 Throckmorton Street. Failure to obtain a Floodplain Development Permit or violating other provisions of City Ordinance No. 11998 or the conditions described within the permit constitutes a misdemeanor and upon conviction, a person, firm, or corporation could be fined up to one thousand dollars ($1,000) a day for each day that the violation occurs. I understand that the conditions which may be stated for permit approval or the provisions of City Ordinance No. 11998 may be superseded by other provisions of City code or policies. I further understand that this Floodplain Development Permit does not constitute final approval until all development requirements placed on the property have been met. These requirements include, but are not limited to, City construction plan approval, platting and community facilities agreements. This proposal shall be subject to any change in floodplain development policy at the actual time of development. Application is hereby made for a permit to authorize the activities described herein. 1 hereby certify that I am familiar with the information contained on this application and to the best of my knowledge such information is true and accurate. I further certify that I possess the authority to undertake the proposed activity. I understand that if my application is denied, I have sixty (60) days from the date of such denial to appeal the adverse action to the City Plan Commission. Josh Wright, PE Signa ure of Applicant or Authorized Agent FLOODPLAIN AREA DEFINED BY: FEMA FLOOD STUDIES HIGH WATER MARKS ❑ COE ❑ ❑ ❑ OTHER FEMA INS. ZONE A FEMA MAP NO. 48439CO270K FLOOD ELEV. 857 GROUND ELEV. VARIES FLOOD PLAIN STUDY PLATE NO FLOOD ELEV. CONDITIONS *Site will be floodplain. FOR returned THIS APPROVAL* to PERMIT original OR SHALL REASONS grade upon EXPIRE FOR completion DENIAL** TWO YEARS of the FROM project. THE Excess DATE spoils OUT will ON be removed PAGE 1 ABOVE from the mic- 5 .\r , I orb Cat PIE F4197.3 49A 25. . MATCH\_ laM co ta " ) E. RR as sg [PVC 4 ` • OUT 1 cu sssg kmkim o r▪ s• oi ti 70 \ _a_STA 117+00 ƒ ƒ{ � § H ss cg RC 1 8 M i QDZi ^ IR3 0ipm 0 0 1.0 9 CO MATCH UNE STA 120300 ,MATCH 11NE STA 123F00 (25 et Ot ED 00 o6A- nJ am 66 66 6-6 8m 0 0111 00 00 Clt oA 8F vo.:4o AAC .;b Rur 6666 o60 co ALNUT CREEK SANITARY SEWER LINE MATCH LINE STA 120+00 r 111 4 4 UTCRFEk GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 WALNUT CREEK SS INTERCEPTOR EXTENSION CITY PROJECT NO: 103414 FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. Classsification Manufacturer Model No. National Spec �' Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) 0723 97 33 05 13 Urethane Hydrophilic \Vatcrstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM D2240/D312/D792 0426 00 33 05 13 Offset Joint for 4' Diam. MB Manson Concrete Products Drawing No. 35-0048-001 04'26 00 33 05 13 Profile Gasket for 4' Diam. MIL Press -Seal Gasket Corp. 250-4(3 Gasket ASTM C-443/C-361 SS MB 1 /26 99 33 05 13 MOPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic arca 5'13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 126 99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non -traffic area 08/30'06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) • 33 05 13 Manhole Frames and Covers Western Iron Works Bass & hays Foundry 1 1001 24"x40" WI) Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) • 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & }Lays Foundry 30024 24" Dia. • 33 05 13 Manhole Frames and Co ers McKinley Iron Works Inc. A 24 AM 24" Dia. 0324'18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASIITO M306 24" Dia. 0824'18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-I?"t (Hinged) ASTM A48 & AAS}ITO M306 24" Dia. 0324'18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AAS}ITO h1306 30" Dia. 0324'18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AAS}{TO h1306 30" dia. 33 05 13 Manhole Frarnes and Covc:s Sigma Corporation M11-I44N 33 05 13 Manhole Frames and Covers Sigma Corporation 1411.143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 10/31;06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 33 05 13 Manhole Frarnes and Covers Saint-Gobain Pipelines (Pamrcdrexus) RE32-REFS 30" Dia. 01/311'06 33 05 13 30" Dia. NM Ring and Cover East Jordan Iron Works \'1432-2 and V I483 Designs AASIITO M306-04 30" Dia. 11/02/10 33 05 13 30" Dia. Mil Ring and Cover Sigma Corporation MH1651FWN & N11116502 30" Dia 07/19111 33 05 13 30" Dia. M}t Ring and Cover Star Pipe Products MI!32FIWSS-DC 30" Dia 03/10'11 33 05 13 30" Dia. Nth Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 10'14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock'MPICrr-Gasket ASS}ITO h1105 & ASTM A536 30" Dia 0601/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") AST7s1 A 48 30" Dia. 09116'19 33 05 13 30" Dia. MB Ring and Cover Composite Access Products, L.P. CAP-ONE-30-FLW, Composite, w/ Lock w/o }Ling 30" Dia. 10 07/21 34 05 13 30" Dia. h111 Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16) • 33 05 13 Manhole Frames and Covers Pont•A-Mousson Pamtight 24" Dia. • 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. • 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & hays Foundry 300-24P 24" Dia. • 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03.03 00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASThI A 48 24" Dia. 0412001 33 05 13 Manhole Frames and Covers (SIP)Scrampore Industries Private Ltd 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) • 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48" • 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w:' 32" Cone ASTM C 478 48" w,'32" cone 05'08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" 1.1). Manhole w/ 32" Cone ASTM C 478 48", 60" 10'27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole w! 24" Cone ASTM C 478 48" Diam w 24" Ring 06'09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09,06'19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" 1.D. Manhole w/32" Cone ASTM C-76 60' & 72" 10.'0721 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10'0721 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armocock 48" & 60" 1.D. Manhole w/32" Cone 48" & 60" 10 07/21 33 39 20 Manhole, Precast (Hybrid) Po1)mcr & PVC Prcdl Systems 48' & 60" 1.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious • E1-14 Manhole Rehab Systems Quadex 0423'01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Rehm MSP EI-14 Manhole Rehab Systems AP/M Pemuform 420 01 E 1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/1203 EI-14 Manhole Rehab System (Liner) Poly -triplex Technologies MB repair product to stop infiltration ASThI D5813 08'30 06 General Concrete Repair F1exKrete Technologies Vinyl Polyester Repair Product Misc. Use Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious 05/2096 E1-14 Manhole Rehab Systems 1 Sprayroq, Spray Wall Polyurethane Coating ASTM D639/1)790 • EI-14 Manhole Rehab Systems Sun Coast 12/14'01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, SIHB, Sl, S2 Acid Resistance Test Sewer Applications 828/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 08'30 06 Coatings for Corrosion Protection Citadel SIS-30 Solids Epoxy Sewer Applications 03/19/18 33 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams RR&C Dampproofing Non-Fibcrcd Spray Grade (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only • From Original Standard Products List 1 FokT WokTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 ver nine lareer than 15 inch diameter shall be aonroved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. Classsification 11., Manufacturer Model No. National Spec Size Water & Sewer - Manhole Inserts - Field Operations Use Onl ' ev 2/3/1 • • 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM I) 1248 For 24" dia. • 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. • 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23;96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSavcr - Stainless Steel For 24" dia. 09,23:96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/131 1/04.02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02102'93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 0422/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09114'10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14'10 Coated Steel Casin Spacers Pipeline Seal and insulator Coated Steel Casin Spacers Up to 48" 05/10'11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel) 03!19.'18 Casing Spacers BWMF13-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing 0329'22 33 05 13 Casing Spacers CCI Pipeline Systems CSCI2, CSS12 Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/131 • 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thru 24" 0824'18 33 1110 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thru 30" 0824118 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30" • 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151 • 33 11 10 Ductile Iron Pipe hfcWane Cast Iron Pipe Co. AWWA C150, C151 Water & Sewer - Utility LIne Marker (08/24/2018) Sewer - Coatings/Epoxy 33-39-60 (01/08/131 02/25:02 Epoxy Lining System Sauereisen, Inc SewcrGard 210RS IA County #210.I.33 12114'01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series 04 14 05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM R-117 Ductile Iron Pipe Only 01/31;06 Coatings for Corrosion Protection Chesterton Arc 791, SIHB, SI, S2 Acid Resistance Test Sewer Applications 8282006 Coatings for Corrosion Protection Warren Environmental 5-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25118 33-31-70 Air Release Valve A.R.1. USA, Inc. D025LTP02(Composite Body) 2" Sewer - Pipes/Concrete • E1.04 Conc Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 • E1-04 Conc. Pipe, Reinforced I1)dro Conduit Corporation Class 111 T&G, SPL Item #77 ASTM C 76 • Products ASTM C 76 EI-01 Conc.Pipe, Reinforced Hanson Concrete • EI.04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pipe Enlargment S stem fethod 33-31-23 01/18/13 PIM System PIM Corporation Polyethylene PIM Corp., Piscata \Vay, N.J. Approved Previously McConnell Systems hit at Construction Polyethylene Houston, Texas Approved Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously Sewer - Pi I e/Fiber•lass Reinforced Pi Be 33-31-13 1/8/13 721/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Hobas Pipe (Non -Pressure) ASTM 1)3262/1)3754 0322/I0 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/1)3754 04'09/21 Glass -Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754 4114.05 Polymer Modified Concrete Pipe Amitcch USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V 06'09/10 EI-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76 Sewer - Pipes/IIDPE 33-31-23(1/8/131 • High -density polyethylene pipe Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8" • High -density polyethylene pipe Plexco Inc. ASTM D 1248 8" • }lighden city polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8" High -density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12'02/11 33-11-12 DR-1 4 PVC Pressure Pipe Pipclife Jetstream PVC Pressure Pipe AW\VA C900 4" thru 12" 1022/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12" • From Original Standard Products List 2 Fo R'1' WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 • All water or sewer nine lareer than 15 inch diameter shall be aooroved for use by the Water Department on a protect specific basis. Special bedding may be required for some pipes. pproval Spec No. Classsification Manufacturer Model No. National Spec Size Surer - Pipes/PVC* 33-31-20 (7/1/13) • 33-31-20 PI C Sewer Pipe J•!v1 Manufacturing Co., Inc. (JM Eagle) SDR-26 ASThI D 3034 4" - 15" 12/23.971 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 ASTM D 3034 4" thru 15" • 33-31-20 PVC Sewer Pipe Lamson Won Pipe ASTM F 789 4" thru 15" 01/18/18 33-31-20 PVC Sewer Pipe Vinyitcch PVC Pipe Gravity Sewer ASThI D3034 4" thru 15" 11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27" • 33-31-20 PVC Sewer Pipe J•M Manufacturing Co, Inc. (1N1 Eagle) SDR 26/35 PS 115/46 ASTM F 679 18" - 28" 09/11/12 33-31-20 PVC Sewer Pipe Pipelife Jet Stream SDR-26 and SDR-35 ASTM F-679 18" 05,06 05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26'35 PS 115/46 ASTM F-679 18" to 48" 04'27006 33.31-20 PVC Sewer Fittings lave° SDR-26 and SDR-35 Gasket Fittings ASrM D-3034, D-1784, etc 4" - 15" • 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(WcAlake) Gasketed PVC Sewer Main Fittings ASThI D 3034 3'I92018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASThI F679 18"- 24" 3/19.2018 33 31 20 PVC Sewer Pipe Pipclifc Jet Stream SDR 26 AST1.1 D3034 4"- 15" 3/29/2019 33 31 20 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTf D3034/F-679 4"- 15" 10212020 33 31 20 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" I022/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTI D3034 4"- 15" 1021/2020 33 31 20 PVC Sewer Pipe NAPCO(Westlake) SDR 26'35 PS 115.'46 ASTM F-679 18"- 36" Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13) • Cured in Place Pipe Insituform Texark, Inc ASTM F 1216 05103.99 Cured in Place Pipe National F.nvirotech Group National Liner, (SPL) Item #27 ASTM F-1216D-5813 05/29.96 Cured in Place Pipe Reynolds inc'lnliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216 Sewer - Pipes/Rehab/Fold & Form • Fold and Form Pipe Cullum Pipe Systems, Inc. 11/03.98 Fold and Form Pipe Insituform Technologies, Inc. Insituform "NuPlpe" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1503, 1871, 1867 I2104'00 Fold and Form Pipe 06 0903 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-I947 Up to 18" diameter Sewer - Pipes/Open Profile Large Diameter 0926'91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon RC. Closed Profile Pipe, ASTh1 F 679 18" to 48" 0926'91 E100.2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" E100.2 PVC Sewer Pipe, Ribbed Uponor Ell Company HP Double Wall ASTM F 2736 24 30" 11/10'10 (B100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite (Corrugated) 11/l0'10 (H100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60" 05/16'1 I Steel Reinforced Polyethylene Pipe ConTcch Construction Products Dorman ASTh1 F 2562 24" to 72" Water - Appurtenances 33-12-10 (07/01/131 0I/18'I8 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08'28 02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle 0723'12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe 1027/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 61OMT 3/4" and 1" 1027/87 Curb Stops -Ball Meter Valves McDonald 460313, 4604B, 6100M, 6100TM and 6101h1 Ili" and 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter \'aloes Ford Meter Box Co., Inc. FB600.7NI, FB1600-7-NL, FV23-777-\V-NI-, I.22-77NL AW\VA C800 2" 525/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. FB600-6•NL, F81600-6-NI, F1'23-666-W- NL, 1.22-66NL A\V\VA C800 1-12" 5.'25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. FB600-4 NL, FB1600-4•NI, 1311- 44-WR- NL, B22444•WR-NL, L28-44NI. AWWA C800 1" 525/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., LtcL 13-25000N, 13-24277N-3, B•20200N-3, }I- 15000N, , II.1552N, II142276N A\VWA C800, ANSF 61, ANSI/NSF 372 2" 525./2018 33-12-10 Curb Stops -Ball Meter \'aloes Mueller Ca, Ltd. B-25000N, B-20200N-3, B-24277N-3,11- 15000N, H-14276N,1I-15525N AW\VA C800, ANSF 61, ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Vanes Mueller Co., Ltd. B-25000N, 13-20200N-3,11-15000N, H- 15530N AIVIVA C800, ANSF 61, ANSI/NSF 372 1" 01/26'00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0.521/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve F-SS AWWA C-223 Up to 30" w/12" Out 032922 33-12-25 Tapping Sleeve (Coated or Stainless Steel) JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10'I 1 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490N1J 4"-8" and 16" 02/29/12 33.12-25 Tapping Sleeve (Coated Steel) Romac FJS 420 A\V\VA C-223 U p to 42" w24" Out 02/29/12 33.12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AV/WA C-223 Up to 24" w/12" Out 02/29112 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AW\VA C-223 Up to 30" w/12" Out 05/10'11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w,Composite I.id DEW Plastics Inc. DIW37C-12-IEPAF FTW Plastic Meter Box w/Composite Lid DEW Plastics Inc. DFW39C-12-1EPAF VFW 08'3006 Plastic Meter Box w/Composite Lid DFIV Plastics Inc. DFW65C-I4.IEPAF Fill/ Class "A" Concrete Meter Box Bass & hays Ch1B37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB•18-Dual 1416 1.ID-9 Concrete Meter Box Bass & Hays CMB65-1365 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) I • From Original Standard Products List 3 Fowl' WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer s lie Jar: er tnan is tncn atameter snag oe a s • roves tor use o the water ue I anment on a ro ect s ecnlc (RIMS. a eaal ueuuul" uta L/C IC UII eu f UI svuIC I ca. pproval Spec No. Classsification1111. Manufacturer Model No. National Spec Size Water - Combination Air Release 33-31-70 (01/08/13) • El-1 I Combination Air Release Valve OA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts 1" & 2" • E1-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valsu, Model No. 1/2", i" & 2" • E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14) 10'01/87 E-1-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30`87 E-1-12 Dry Barrel Fire hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12%93 E-1-12 Dry Barrel Fire Hydrant American AVK Company hlode12700 AWWA C-502 0824'88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436,1320506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783F\V AW\VA C-502 0924(87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 10'14/87 E-I-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/88 EI-12 Dry Barrel Fire }1)drant Mueller Company Shop Drawing FIJ-12 A-423 Super Centurion 200 AWWA C-502 10'09,87 E-1-12 Dry Barrel Fire llydranl U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 091I6'87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No. SK740803 AW\VA C-502 08'12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan iron Works) WaterMaster 5CD250 Water - Meters O2105/93 F I01-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08105:04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AVAVA C701, Class 1 3/4" - 6" Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/131 01/18/18 33-11-12 PVC Pressure Pipe Vin)itech PVC Pipe DRI4 AWWA C900, AWWA C605, ASTM 1)1784 4"-I2" 3/19,2018 33 11 12 PVC Pressure Pipe Pipclife let Stream DR14 AWWA C900 4"-12" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" 5/2512018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AW\VA C900 16"-24" 12/62018 33 11 12 PVC Pressure Pipe1-'.d ManufacturingCo., inc d/b'a JM Eagle g DR 14 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 12/6'2018 33 11 12 PVC Pressure Pipe J-M d Manufacturing Co., inc /b'a TM Eagle DR 18 AWWA C900-I6 Ui. 1285 ANSI/NSF 61 FM 1612 16"-24" 916'2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9162019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16" - 24" 9'62019 33 11 12 PVC Pressure Pipe NAPCO(\Vestlake) DRI4 A\VWA C900 4"- 12" 9'62019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" Water - PipesNalves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/131 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & CI10 • E1-07 Ductile iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110 • EI-07 Ductile Iron Fittings Mc\Vane/fyier Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111 Mechanical Joint Fittings, SSR Class 351 A\VWA C 153, C 110, C 112 08'1 Ii98 FA-07 Ductile Iron Fittings Sigma, Co. 02/26'14 E1-07 NU Fittings Accucast Class 350 C-I 53 NU Fittings AWWA C153 4"-1 2" 05/14.98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co.Uni-Flange Uni-Flange Series 1400 AWWA CI I I/C153 4" to 36" 05/1498 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle -Lock AWWA CI1I/C153 4" to 24" 11/09.04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA CI I I/C116'C153 4" to 12" 0229/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, inc. Megalug Series 1100 (for DI Pipe) AWWA Ci1I/C116'C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint FBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA Cl 11/C116'C153 4" to 24" 08 05.'04 El-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLCIO AWWA CI11/C153 4" to 10" 03 06'19 33-11-11 tvlechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCSI2 AWWA CI11/C153 4" to 12" 08'05;04 Ei-07 i.fechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AWWA CI I i/C153 12" to 24" 08'10 98 E1-07 AU Fittings(DIP) Sigma, Co. Sigma One-Lok SLOE AW\VA C153 4" - 24" 10'12/10 E1-24 interior Restrained Joint System S & B Techncial Products Bulldog S)-stem ( Diamond Lok 21 & Pd ASTM F-1624 4" to 12" 08'16 06 E1-07 Mechanical Joint Fittings SiP industries(Serampore) Mechanical Joint Fittings AWWA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AWWA C111 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. D1P Stargrip Series 3000 ASTM A536 A\V\VA C111 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Black For DIP ASTJv1 A536 AWWA C111 3"-48" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AWWA Cl 11 4"-12" 03/19118 33-11-11 hechanical Joint Retainer Glands SIP Industries(Serampore) I'1. Grip Joint Restraint (EZD) Red for C900 DR18 PVC Pipe ASTM A536 AWWA C111 16"-24" • From Original Standard Products List 4 FoR'!' WORTH c-sr CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 •All water or sewer oioe lareer than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Spec No. Classsification Water - Pipes/Valves & Fittings/Resilient Seated —II_ Gate Valve* Manufacturer 33-12-20 (05/13/151 Model No. National Spec Size Approval Resilient Wedged Gate Valve w:'no (,ears American Flow Control Series 2500 Drawing # 94-20247 16" 121302 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08'31/99 Resilient Wedge Gate Vane American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" 05/18 99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C5I 5 16" 102400 EI.26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA CS15 4" to 12" 0805:04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 A\YWA C515 42" and 48" 05.2191 EI-26 Resilient \Vedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24 02 El-26 Resilient \Vedge Gate Valve American AVK Company 20" and smaller • E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" • EI-26 Resilient Seated Gate Valve M&H 4" - 12" • El-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient \Vedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" 01/23/03 Resilient \Vedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller 05/13 05 Resilient Wedge Gate Valve Mueller Co. Mueller 30' & 36", C-515 AW\VA CS15 30" and 36" 01 /31106 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28'S8 E1-26 Resilient \Vedge Gate Valve Clow Valve Co. AW\VA C509 4" - 12" 1004.94 Resilient \Vedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16" 11i08 99 El-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller 1 I /29.04 Resilient \Vedge Gate Vai e Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30'12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 A\V\VA C515 24" to 48" (Note 3) 05/08 91 EI-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stern, ASTM A 276 Type 304 - Bolts & nuts 4" - 12" • F..I-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Metroseal 250, requirements SPI. #74 3" to 16" 1026'16 33-12-20 Resilient Seated Gate Valve E1(East Jordan Iron Works) PJ F eraMaster Gste Valve & Boxes 0824'18 Mateo Gate Valve Matco-Norca 225 MR AWWArANSI CI IS/An21.15 4" to 16" Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/141 • EI-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24" * EI-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Dczurik Valves Co. AW\VA C-504 24" and larger 06'] 203 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valrnatic American Butterfly Valve. AWWA C-504 Up to 84" diameter 04:06 07 El-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AW\VA C-504 24" to 48" 03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly. Valve AWWA C-504 30"-54" Water - Polyethylene Encasement 33-11-10 (01/08/131 05/12105 El-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD 05/I205 EI.13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LID 05/1205 EI-13 Polyethylene FJtcasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C10S 8 mil LLD 09.06'19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C10S 8 mil LLD Water - Sampling Station 3/1296 Water Sampling Station Water Plus B20 Water Sampling Station Water - Automatic Flusher 10'21/20 Automated Flushing System Mueller }{ydroguard }1G6-A-IN-2-B RN-I.PR R(Portable) HG2-A-IN-2-PVC-018-I PLG(Permanent) 04 09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc 04'09'21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) • From Original Standard Products List 5 FoRrI' WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. Classsification Manufacturer Model No. National Spec Size _ 1 Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/1.6) 07/23/97 33 05 13 Urethane i1)drophilic \Vaterstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM D2240 T)412JD792 04/26'00 33 05 13 Offset Joint for 4' Diam. MH Manson Concrete Products Drawing No. 35-0048-001 04.26'00 33 05 13 Profile Gasket for 4' Diam MIL Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS h111 1 /26`99 33 05 13 HOPE Manhole Adjustment Rings Iadtcth, Inc 11DPE Adjustment Ring Traffic and Non -traffic area 5/13:05 33 05 13 Manhole External \Vrap Canusa - CPS WrapidSeal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/2699 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non -traffic area 08'30'06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) • 33 05 13 Nlanhole Frames and Covers Western Iron Works B3s & Hays Foundry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) • 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Iiays Foundry 30024 24" Dia. • 33 05 13 Rtanho!e Frames and Covers McKinley Iron Works inc. A 24 AM 24" Dia. 0824/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASThI A48 & AASIITO h1306 24" Dia_ 0824r18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-U1(Hinged) ASTM A48 & AASIITO M306 24" Di& 0824'18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASIITO M306 30" Di& 0824/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTh1 A48 & AASIITO b1306 30" di& 33 05 13 Manhole Frames and Covers Sigma Corporation M11-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MII-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" di& 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 10'31/06 33 05 13 Manhole Frames and Covers (llinged) Powerseal Hinged Ductile iron Manhole ASTM A536 24" Dia. 7/25.103 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamredrexus) RF.32-REFS 30" Dia_ 01 /31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASIITO N1306-04 30" Dia. 11,02/10 33 05 13 30" Di& MH Ring and Cover Sigma Corporation MH16511.1VN & M1116502 30" Dia 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products M1I32FTWSS-DC 30" Dia 08'10'11 33 05 13 30" Dia. 1.111 Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 1014'13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) Fast Jordan iron Works 30" ERGO XL Assembly with Cam Lock/MPICT-Gasket ASSHTO M 105 & ASTM A536 30" Dia 06 01/17 34 05 13 30" Dia. MH Ring and Cover (hinged & Lockable) CI SIP Industries 2280 (32") ASThI A 48 30" Dia. 09/16'19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, LP. CAP-ONE-30-FIIV, Composite, w/ Lock w/o fling 30" Dia. 10 0721 34 05 13 30" Dia. MY Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16) • 33 05 13 Manhole Frames and Covers Pont-A-.Ltousson Pamtight 24" Dia. • 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 33 05 13 Manhole Frames and Covers Western iron \Vorks,Bass & ILays Foundry 300-24P 24" Dia. • 33 05 13 Manhole Frames and Covers McKinley iron Works inc. WPA24AM 24" Dia_ 03.0800 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASThI A 48 24" Dia. 0420'01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13' • 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL item #49 ASThI C 478 48" • 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASThI C-43 48" 092396 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cane ASTM C 478 48" w132" cone 05 08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTh1 C 478 48", 60" 1027/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole wf 24" Cone ASThI C 478 48" Diam w 24" Ring 06D9/10 33 39 10 Manhole, Precast (Reinforced Pol)mer)Concretc US Composite Pipe Reinforced Polymer Concrete ASTh1 C-76 48" to 72" 09:06'I9 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASThI C-76 60" & 72" 10 0721 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w132" Cone ASTM C-77 48" 10'0721 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10'07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w132" Cone 48" & 60" Non Traffic Areas Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious • E1-14 Manhole Rehab Systems Quadex 0423:01 E1-14 Manhole Rehab Systems Standard Cement Materials, inc. Relines- ?ASP EI-14 Manhole Rehab Systems APR.\ Pcrm3form 42001 E1-14 Manhole Rehab System Strong Company Strong Seal AiS2A Rehab System 5/12.03 E1-14 Manhole Rehab System (Liner) Poly -triplex Technologies MH repair product to stop infiltration ASTM D5813 08'30..06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious 05'20'96 FA-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/1/790 • EI-14 Manhole Rehab Systems Sun Coast 12/14'01 Coating for Corrosion protection(Exterior) ERT ECH Series 20230 and 2100 (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S111B, S1, S2 Acid ResistanceTest Sewer Applications 8282006 Coatings for Corrosion Protection Warren Environmental 5-301 and M-301 Sewer Applications 08'30 06 Coatings for Corrosion Protection Citadel SIS-30 Solids Epoxy Sewer Applications 03'19118 33 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams RR&C Dampproofing Non-Fibcrcd Spray Grade (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only • From Original Standard Products List 1 FoR•1' WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. pproval Spec No. Classsification a Manufacturer Model No. National Spec Size Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) • 33 05 13 Ntanhole Insert Knutson Enterprises Made to Order - Plastic AST7s1 D 1248 For 24" dia. • 33 05 13 Manhole insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. • 33 05 13 Manhole insert Nofloa•-inflow Made to Order - Plastic ASTh1 D 1248 For 24" dia. 09/23;96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia. 09'23'96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TethcrLok - Stainless Steel For 24" dia Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/131 11/04.02 Steel Rand Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model Si 02/02'93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSl 04'22187 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/I4/10 Stainless Steel Casing Spacer Pipeline Seal and insulator Stainless Steel Casing Spacer Up to 48" 09/14110 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10'11 Stainless Steel Casing Spacer Poatrseal 4810 Powerchock Up to 48' 03/19/18 Casing Spacers 13111.1 SS-12 Casing Spacer(Stainless Steel) 03/19/18 Casing Spacers R1Vhi FR-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing 032922 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/131 • 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell -Tire Ductile Iron Pressure Pipe, AWWA C150, C151 3" thru 24" 0824/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AWWA C150, C1 S1 4" thru 30" 0824/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, CI51 4" thru 30" • 33 11 10 Ductile iron Pipe U.S. Pipe and Foundry Co. AW\VA C150, C151 • 33 11 10 Ductile Iron Pipe hsc\Vane Cast iron Pipe Co. AW\VA C150, CI51 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatings/Epoxy 33-39-60 (01/08/13) 02/25 02 Epoxy Lining System Saucreisen, Inc SewerGard 2IORS IA County #210-1.33 12/14'01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series 04/14'05 inferior Ductile iron Pipe Coating induron Protect() 401 ASTM B-I 17 Ductile iron Pipe Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, SIIIB, SI, S2 Acid Resistance Test Sewer Applications 8/282006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer - CoatinEs/Polyurethane Sewer - Combination Air Valves 0525/18 33-31-70 Air Release Valve A.R.i. USA, inc. D025LTP02(Composite Body) 2" Sewer - Pipes/Concrete • E1-04 Conc Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASThl C 76 • EI-04 Conc. Pipe, Reinforced i{ydro Conduit Corporation Class 111 T&G, SPL item #77 ASTh1 C 76 • I{anson Concrete Products ASTM C 76 E1-04 Conc. Pipe, Reinforced • E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. inc. ASTM C 76 Sewer - Pipe Enlargment System (Method)33-31-23 (O1/18/131 PIN System Plhi Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously McConnell Systems Mchat Construction Polyethylene Ilouston, Texas Approved Previously Replacement System Polyethylene Calgary, Canada Approved Previously TRS Systems Trenchless Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/131 7/21;97 33 31 13 Cent Cast Fiberglass (FRP) Ilobas Pipe USA, inc. liobas Pipe (Non -Pressure) ASTM D32621113754 0322/10 33 31 13 Fiberglass Pipe (FRP) Ameron 1londstrand RPMP Pipe ASTM D3262>D3754 04.09.21 Glass -Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Grow Thompson Pipe (Flowtite) ASTM D3262/1)3754 41I4 05 Polymer Modified Concrete Pipe Amiteeh USA Meyer Pol)crete Pipe ASTM C33, A276, F477 8' to 102", Class V 06`09/10 El-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76 Sewer - Pipes/IIDPE 33-31-23(1/8/13) • High -density polyethylene pipe Phillips Driscopipe, inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8" • }lighdcnsity polyethylene pipe Plexco inc. M ASTD 1248 8" • High -density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8" High -density polyethylene pipe CSR hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12 02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelifc Jctstrcam PVC Pressure Pipe AWWA C900 4" thru 12" 10'22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12" • From Original Standard Products List 2 FoR r WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer DiDe larger than 15 inch diameter shall be approved for use by the Water Department on a proiect specific basis. Special bedding may be required for some pipes. pproval Spec No. Classsification Manufacturer Model No. I Natioaal Spec 1 Size': _ Sewer - Plpes/PVC* 33-31-20 (7/1/131 • 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (1M Eagle) SDR.26 ASTbi U 3034 4" - 15" 12/23,97• 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 ASTM U 3034 4" thru 15" • 33-31-20 PVC Sewer Pipe Lamson \')ion Pipe ASTM F 789 4" thru 15" 01/18/I8 33-31-20 PVC Sewer Pipe Vin)itech PVC Pipe Gravity Sewer ASTM 1)3034 4" thni 15" 11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27" • 33-31-20 PVC Sewn Pipe J-M Manufacturing Co, Inc. (JM Eagle) SDR 26135 PS 115/46 ASTM F 679 18" - 28" 0911/12 33-3I-20 PVC Sewer Pipe Pipelife Jet Stream SDR-26 and SDR-35 ASTM F-679 18" 05/06 05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 AS1Ti F-679 18" to 48" 0427/06 33-31-20 PVC Sewer Fittings I3arco SDR-26 and SDR-35 Gasket Fittings AS1Ti D-3034, D-1784, etc 4" - 15" • 33-31-20 PVC Sewer Fittings Plastic Trends, 1nc.(\Vestlake) Gasketed PVC Sewer Main Fittings ASTM U 3034 3/192018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24" 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Streams SDR 26 ASTM 1)3034 4"- 15" 3.29 2019 33 31 20 Gasketed Fittings (PVC) GPX Products, inc. SDR 26 ASTM D3034/F-679 4"- 15" 10.21/2020 33 31 20 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" 1022/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 10212020 33 31 20 PVC Sewer Pipe NAPCO(Westlake) SDR 26'35 PS 115/46 ASTM F-679 18"- 36" Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13) • Cured in Place Pipe Insituform Tctark, Inc ASTM F 1216 05.03199 Cured in Place Pipe National En irotcch Group National Liner, (SPL) item #27 ASThI F-1216')-5813 0529.96 Cured in Place Pipe Reynolds inc/lnliner Technolgy(inliner USA) inliner Technology ASTM F 1216 Sewer - Pipes/Rehab/Fold & Form • Fold and Form Pipe Cullum Pipe Systems, Inc. 11,03 98 insituform Technologies, Inc. ASTM F-151)4 insituform'NuPlpe" Fold and Form Pipe Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 120400 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867 0609,03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter Sewer - Pipes/Open Profile Large Diameter 092691 El 00-2 PVC Sewer Pipe, Ribbed Lamson V)ion Pipe Carlon V}lon iiC. Closed Profile Pipe, ASTM F 679 18" to 48" 09/26`91 El 00-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company 11/10110 (EI00-2) Pol)propylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10'10 (El 00-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60" 05/16'11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durnsitx ASTM F 2562 24" to 72" Water - Appurtenances 33-12-10 (07/01/13) 01 /18'I8 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated A\V\VA C800 1 "-2" SVC, up to 24" Pipe 0828 02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle 0723/12 33-12-10 Double Strap Senice Saddle Mueller Company DR2S Double (SS) Strap DI Saddle A\VWA C800 1"-2" SVC, up to 24" Pipe 1027/87 Curb Stops-13311 Meter Valves McDonald 6100M,610OMT & 610MT 3/4" and 1" 10'27/87 Curb Stops -Ball Meter Valves McDonald 46038, 4604B, 6100M, 6100111 and 6101 M 15i" and 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Vales Ford Meter Bat Co., inc. FB600-7NL, FB1600-7-NI, FV23-777-W-NL, L22-77NL AWWA C800 2" 5252018 33.12-10 Curb Stops -Ball Meter \'alves Ford Meter Box Co., inc. FB600.6-NL, FB1600-6-NL, FV23-666-W- NL, L22-66NL AWWA C800 1-1/2" 33-12-10 Curb Stops Meter Valves Ford Meter Box Co., inc. FB600-4-NL, FB1600-4-NL, 811-444-\VR- NI, B22444-WR-NL, L28-44NL AWWA C800 1" 5/252018 -Ball 5/25.2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-24277N-3, B-20200N-3, II- 15000N, , H-1552N, H142276N AWWA C800, ANSI" 61, ANSUNSF 372 2" 5252018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co Ltd 8.25000N, B-20200N-3, B-24277N-3,H- 15000N, H-14276N,11-15525N AWWA C800, ANSI" 61, ANSUNSF 372 1-12" , 5252018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd B-25000N, 8-20200N-3,11-15000N, 11- 15530N A\V\VA C800, ANSF 61, ANSUNSF 372 1" 012600 Coated Tapping Saddle with Double SS Straps )CM industries, Inc. #406 Double Band SS Saddle I "-2" Taps on up to 12" O'521/I2 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AW1VA C-223 Up to 30" w/12" Out 0329.22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) JCM Industries, Inc. 415 Tapping Sleeve AW\VA C-223 Concrete Pipe Only 05/10'11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 0229/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 0229/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 0229/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST iIi Stainless Steel AW\VA C-223 Up 10 30" w/12" Out 0511011 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Bax w!Composite Lid DI -AV Plastics inc. DF\V37C-12-1 EPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DF1V39C-12-IEPAF FTW 08'30 06 Plastic Meter Box w1Composite Lid DFW Plastics Inc. DFW65C-14-1 EPAF FTW Class "A" Concrete Meter Bax Bass & 1[a)s CMB37-B12 1118 LID-9 Concrete Meter Box Bus & hays CMB-18-Dual 1416 LiD-9 Concrete Meter Box Bass & flays ChMB6S-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/131 • From Original Standard Products List 3 FORT WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST • do Updated: 03/29/2022 Note: All water or sewer • t • e far: er tnan ib 'nen uiameter snap ne a • • roveu for use o the seater ue' anment on a 'ro ear s ecnlc oasis. 3 r eclat ueuu111. rues are I c Wre WI Jurr1C r OD Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Combination Air Release 33-31-70 (01/08/13) • E1-11 Combination Air Release Valve GA Industries, inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTh1 A 307 • Cover Bolts 1" & 2" • E1-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2" 1" & 2" • EI-I1 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/141 1001/87 E-I-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-I-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30'87 E-1-I2 I)ry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AR'\VA C-502 01/12'93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 0824i88 E-I-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, 1)20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&11 Valve Company Shop Drawing No. 13476 AWWA C-502 10'14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawings No. 6461 A-423 Centurion AW\VA C-502 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawing F11.12 A-423 Super Centurion 200 AW\VA C-502 10'09/87 E-i-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AW\VA C-502 09/16'87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No. SK740803 AW\VA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) \VaterMaster 5CD250 Water - Meters 02105/93 11.101-5 Detector Check Meter Ames Company Model 1000 Detector Check Vane AWWA C550 4" - 10" 0805104 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" Water - Pipes/PVC • ressure Water 33-31-70 01/08/13 01/18'18 33-11-12 PVC Pressure Pipe \'in)itech PVC Pipe DR14 AWWA C900, AW\VA C605, ASTM D1784 4"-12" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DRi4 A\\'\VA C900 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DRI8 AWWA C900 16"-24" 5/25.2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AW\VA C900 4"-12" 5/25.2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 I6"-24" 12/62018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., inc d/b'a JM Eagle DR 14 AWNVA C900.16 UL 1285 ANSVNSF 61 I-31 1612 4"-28" 12'6'2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., inc d/b'a JM Eagle DR 18 A\V\VA C900.16 UL 1285 ANSUNSF 61 FM 1612 16"-24" 9/6'2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 9.'6'2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DAIS AWWA C900 16" - 24" 9;62019 33 11 12 PVC Pressure Pipe NAPCO(\vestlake) DR14 AWWA C900 4"- 12" 9;6'2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DRI4 AWWA C900 4"- 12" Water - PipesNalves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) EI-07 Ductile Iron Finings Star Pipe Products, Inc. Mechanical Joint Fittings A\V\VA C153 & CIiO 07/23/02 • Ei-07 Ductile iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AW\VA C 110 • EI-07 Ductile Iron Fittings Mc\anerfyier Pipe union Utilities Division Mechanical Joint Fittings, SSB Class 350 A\\r\\'A C 153, C I10, C 111 08'11/98 EI-07 Ductile iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 A\VIVA C 153, C 110, C 112 02126'14 EI-07 hU Finings Accucast Class 350 C-153 NU Fittings AW\VA CI53 4"-I2" 05/14'98 Ei-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni•Flange Uni-Flange Series 1400 AWWA CI I I/C153 4" to 36" 05114'98 BI-24 PVC Joint Restraints Ford Meter Box CoJUni-Flange Uni-Flange Series 1500 Circle -Lock AWWA CI I1/CI53 4" to 24" i LO904 E1-07 Ductile Iran Joint Restraints One Bolt, inc. One Bolt Restrained Joint Fitting AWWA CI 11/C116/C153 4" to 12" 02/29/12 33.11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA CI 11/CI16'C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) A\V\VA CI1 i/CI I6'C153 4" to 24" 08'05:04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SI.C4 - SI.CI0 AR'WA C111/C153 4" to 10" 03.06'19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW\VA CI11/C153 4" to 12" 08 05/04 E I-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AWWA C111/C I53 12" to 24" 08'10'98 EI-07 NU Fittings(DiP) Sigma, Co. Sigma One-Lok SLUE AWWA C153 4" - 24" 10'12J10 Ei-24 Interior Restrained Joint System S & B Trchncial Products Bullring System ( Diamond Lok 21 & AI ASTM F-1624 4" to 12" 08'16 06 E1-07 Mechanical Joint Fittings SiP industries(Serampore) Mechanical Joint Fittings AW\VA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, inc. PVC Stargrip Series 4000 ASThI A536 AW\VA C111 11/07/16 33-11•I I Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 A\VWA CI1I 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AW\VA C111 3"48" 03/19118 33-11-11 hechanical Joint Retainer Glands SIP Industries(Serampore) F.T. Grip Joint Restraint (Pin) Red for C900 ASTM A536 AWWA CI11 4"-12" DR14 PVC Pipe 03/19118 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (FM) Red for C900 ASTM A536 A\\'\VA CI 11 16"-24" DR18 PVC Pipe • From Original Standard Products List 4 FORT WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 wer pipe lareer than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval National Spec Size Spec Water - No. PipesNalves Classsification & Fittings/Resilient Seated Gate Valve* 33-12-20 Manufacturer (05/13/1S) Model No. Resilient Wedged Gate Vahe w;no Goats American Flow Control Series 2500 Drawing # 94-20247 16" 12/13:02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08'31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" 05/1899 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AW\VA C515 16" 1024.00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" 08.05;04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AVAVA C515 42" and 48" 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV A\VWA C509 4" to 12" 01/24'02 El-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller • EI-26 Resilient Seated Gate Valve Kennedy 4" - 12" • EI-26 Rcsilicnt Seated Gate Valve M&H 4" - 12" • EI-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller 05/13105 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA CS15 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-5I5 AWWA C515 42" and 48" 01/28'S8 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" 10 0494 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16" 1 Ir08 99 Ei-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller 11/29:04 Rcsilicnt Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30'12 Resilient \Vedgc Gate Valve Clow Valve Co. Clow Valve Model 2638 AW\VA C5I5 24" to 48' (Note 3) 05/08 91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings A\\'\VA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts 4" - 12" • EI-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Metroscal 250, requirements SPL#74 3" to 16" 10'26'16 33-12-20 Resilient Seated Gate Valve El (East Jordan Iron Works) PJ Ear; Master Gate Valve & Boxes 0824'18 Mateo Gate Valve Matco-Norca 225 MR AWWA/ANSI CI 15/An21.15 4" to 16" Water - PipesNalves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/141 * E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24" • E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/1 L99 E1-30 Rubber Seated Butterfly Valve Dczurik Valves Co. A\VWA C-504 24" and larger 136'1103 EI-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter 040607 Ei-30 Rubber Seated Butterfly Valve M&Il Valve M&11 Style 4500 & 1450 AW\VA C-504 24" to 48" 03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54" Water - Polyethylene Encasement 33-11-10 (01/08/13) 05/1105 E1-13 Polyethylene Encasmcnt Flexsol Packaging Fulton Enterprises AW\VA C105 8 mil LI.D 05/12'05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind Standard Hardware AWWA CI05 8 mil LLD 05/1105 EI-13 Polyethylene Encasmcnt AEP Industries Bull strong by Conran Bolt & Gasket AWWA C105 8 mil LLD 09;06'19 33-11-11 Polyethylene Encasment Northloan Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD Water - Sampling Station 3!I296 Water Sampling Station Water Plus B20 Water Sampling Station Water - Automatic Flusher 10.21/20 Automated Flushing System Mueller llydroguard IIG6-A-IN-2-BRN-LPRR(Portable) HG2-A-iN-2-PVC-018-I-PLG(Permanent) 04'09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800e 04'09/21 Automated Flushing System Kupferle Foundry Company Eclipse 0700 (Portable) • From Original Standard Products List FoR'r WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. Classsification Manufacturer Model No. National Spec Size 1 Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) 07/23:97 33 05 13 Urethane Hydrophilic Watcrstop Asahi Kogyv K.K. Adeka Ultra -Seal P-201 ASTM D2240,13412ZD792 04/26 00 33 05 13 Offset Joint for 4' Dian. MI} Manson Concrete Products Drawing No. 35-0058-001 04/26'00 33 05 13 Profile Gasket for 4' Diam. MIL Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1 /26'99 33 05 13 HUPE Manhole Adjustment Rings ladtech, Inc }IDPE Adjustment Ring Traffic and Non•traffic area 5!13/05 33 05 13 Manhole External Wrap Canusa - CPS Wrapidseal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/2699 33 39 13 Fiberglass Manhole Fluid Containment, inc. Flowtite ASTTI 3753 Non -traffic area 08'30 06 33 39 13 Fiberglass Manhole LF. Manufacturing Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) • 33 05 13 Manhole Frames and Covers Western Iron Works, 133ss & (Lays Foundry 1001 24"x40" WU Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) • 33 05 13 Manhole Frames and Covers Western Iran %Storks, Bass & 113}s Foundry 30024 24" Dia. • 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 ANi 24" Dia. 0824'18 33 05 13 Manhole Frames and Covers Neenah Foundry R-i272 ASTT1 A48 & AASFITO M306 24" Dia. 08'24'18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO h1306 24" Dia. 0824'18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTTI A48 & AASHTO N1306 30" Dia. 08/24'18 33 05 13 Manhole Frances and Covers Neenah Foundry R-1743•LM (Ifinged) ASTM A48 & AASIITO N1306 30" dia. 33 05 13 Manhole Frames and Covers Sigma Corporation MI1-144N 33 05 13 Manhole Frames and Covers Sigma Corporation Ni11-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 10'31•06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25:03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. 01/31/06 33 05 13 30" Dia. h4i Ring and Cover East Jordan Iron Works V1432-2 and V 1483 Designs AASIITO M306-04 30' Dia. 11 /02/10 33 05 13 30" Dia_ MB Ring and Cover Sigma Corporation TS}f 1651 FiVN & M1116502 30" Dia 07/19111 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MI132FTWSS-DC 30" Dia 08/10'11 33 05 13 30" Dia. hill Ring and Cover Accucast 220700 heavy Duty with Gasket Ring 30" Dia 10'14'13 33 05 13 30" Dia. hill Ring and Cover (hinged & Lockable) Fast Jordan Iran Works 30" ERGO XL Assembly with Cam Lcelc/MPIC/r-Gasket ASSBTO M I05 & ASTTI A536 30" Dia 06`01/17 34 05 13 30" Dia. MB Ring and Cover (IHnged & Lockable) Ci SIP industries 2280 (32") ASTM A 48 30" Dia. 09/16'19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, LP. CAP-ON'E-30-FTW, Composite, w•/ Lock w/o Iling 30" Dia. 10'07/21 34 05 13 30" Dia. hill Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16) • 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. • 33 05 13 Manhole Frames and Covets Neenah Casting 24" Dia. • 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & 113ys Foundry 300-24P 24" Dia_ • 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08'00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 042001 33 05 13 Manhole Frames and Covers (SiP)Serampore industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/131 * 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item k49 ASTM C 478 48" • 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. inc. ASTht C-443 48" 09/23;96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.U. Manhole w/ 32" Cone ASTM C 478 48" w.'32" cone os o8'I8 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 1027E06 33 39 10 Manhole, Precast Concrete Oldcastle Precast inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring 06 09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09,06'19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.U. Manhole w/32" Cone ASTM C-76 60" & 72" 10 07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10 0721 33 39 20 Manhole, Precast (Reinforced Pol)mer) Concrete Armorock 48" & 60" 1.D. Manhole w/32" Cane 48" & 60" 10 0721 33 39 20 Nianhole, Precast (llybrid) Polymer & PVC Pad' Systems 48" & 60" 1.D. Manhole w/32" Cane 48" & 60" Non Traffic Areas Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious • E1-14 Manhole Rehab Systems Qouicx 042301 EI-14 Manhole Rehab Systems Standard Cement Materials, inc. Reliner MSP EI-14 Manhole Rehab Systems AP/M Permaform 4.2001 E1-14 Manhole Rehab System Strong Company Strang Seal 14S2A Rehab System 5/12/'03 E1-14 Manhole Rehab System (Liner) Poly -triplex Technologies MH repair product to stop infiltration ASTM D5813 08'30'06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use Water & Sewer - Manholes & Bases/Rehab Systems/NonCernentitious 05!20 96 EI-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D6391D790 * E1-14 Manhole Rehab Systems Sun Coast 12/14'01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewn Applications 8282006 Coatings for Corrosion Protection Wanen Environmental S-301 and M-301 Sewer Applications 08'30'06 Coatings for Corrosion Protection Citadel SIS-30 Solids Epoxy Sewer Applications 03/19'18 33 05 16, 33 39 10, 33 39 20 Costing for Corrosion protection(Exterior) Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only • From Original Standard Products List 1 Fo R•I' WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. • pproval Spec No. Classsification a Manufacturer Model No. National Spec Size Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) • 33 05 13 Manho'.e Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. • 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. • 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09123,96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. Lifesaver - Stainless Steel For 24" dia. 09123)96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/131 11;04 02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02102;93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 0402/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09114!10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 091I4'10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10'11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWVM SS-I2 Casing Spacer(Stainless Steel) 03l19118 Casing Spacers [AVM FB-I2 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing 03(2922 33 05 13 Casing Spacers CCI Pipeline Systems CSCI2, CSS12 Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/131 • 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thru 24" 0824118 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AWNVA C150, C151 4" thru 30•' 0824!18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA CI50, C151 4" thru 30•' • 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151 • 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatings/Epoxy 33-39-60 (01/08/131 02/25,02 Epoxy Lining System Sauereisen, Inc ScwerGard 210RS IA County #210-1.33 12/14.01 Epoxy Lining System Erlech Technical Coatings Ertech 2030 and 2100 Series 04114.05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only 01/31;06 Coatings for Corrosion Protection Chesterton Arc 791, SIHB, S1, S2 Acid Resistance Test Sewer Applications 8282006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer - Coatin s/Polyurethane Sewer - Combination Air Valves 0525118 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2" Sewer - Pipes/Concrete • EI-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 • E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPI. Item #77 ASTM C 76 * Hanson Concrete Products CPU ,.-_ t95 ,Manly,- rf% Pipo ASTM C 76 E1-04 Conc. Pipe, Reinforced • E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pipe Enlargment System (hiethod)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously McConnell Systems McLat Construction Polyethylene lIouston, Texas Approved Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/131 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Babas Pipe USA, Inc. Hoban Pipe (Non -Pressure) ASTM D3262ZD3754 03 22J10 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RP/AP Pipe ASTM D3262/D3754 04.0921 Glass -Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754 4/14.05 Polymer ?Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8' to 102", Class V 06091ID El-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76 Sewer - Pipes/IIDPE 33-31-23(1/8/13) • High -density polyethylene pipe Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8" • High -density polyethylene pipe Plexco Inc. ASTM D 1248 8" • I1ighdensity polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8" lligh-density polyethylene pipe CSR Hydro Conduit'Pipeline Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 1202111 33-11-12 DR-14 PVC Pressure Pipe Pipclife Jetstream PVC Pressure Pipe AWWVA C900 4" thru 12" 10'22JI4 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12" • From Original Standard Products List 2 FORT WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer ' 1' a lar: er titan lb Incn ammeter snau oe a'' roves tor use o the water ue • aliment on a ro ect s r ecuic oasis. b r eclat oeamn : ma oe re r uirea for some r I' es. Approval Spec No. Classsification Manufacturer Model No. National Spec Size Sewer - Pipes/PVC* 33-31-20 (7/1/131 • 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., inc. (Jot Eagle) SDR-26 ASTM D 3034 4" - 15" 12l23t97• 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 ASTM D 3034 4" thru 15" • 33-31-20 PVC Sewer Pipe Lamson \ylon Pipe ASTM F 789 4" thru 15" 01/I8'I8 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sesser ASTM D3034 4" thru 15" 11/i1/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S' Gravity Sewer Pipe ASTM F 679 18" to 27" • 33-31-20 PVC Sewer Pipe J-\1 Manufacturing Co, Inc. ()M Eagle) SDR 26135 PS 115/46 ASTM F 679 18" - 28" 09/11/12 33-31-20 PVC Sewer Pipe Pipclife Jet Stream SUR-26 and SDR-35 ASTM F-679 18" 05/06 05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18" to 48" 04.27 06 33-31-20 PVC Sewer Fittings 113rco SDR-26 and SDR-35 Gasket Fittings ASTM 1)-3034, D-1784, etc 4" - 15" • 33-31-20 PVC Sewer Fittings Plastic Trends, Inc (Westlake) Gasketed PVC Sewer Main Fittings AST14 D 3034 3/19/2018 33 31 20 PVC Sewer Pipe Pipclife Jet Stream SDR 35 ASTM F679 18"- 24" 3/192018 33 31 20 PVC Sewer Pipe Pipe1ife Jet Stream SDR 26 ASTM D3034 4"- 15" 329/2019 33 31 20 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM U3034/F-679 4"- 15" 10'212020 33 31 20 PVC Sewer Pipe NAPCO(Westlake) SUR 26 ASTM D3034 4" - 15" 10'22/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASThi D3034 4"- 15" 10'212020 33 31 20 PVC Sewer Pipe NAPCO(Westlake) SUR 26'35 PS 115/46 ASTh1 F-679 18"- 36" Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/131 • Cured in Place Pipe insituform Texark, inc AST M F 1216 05'03:99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTht F-12164)-5813 05/29,96 Cured in Place Pipe Reynolds lnclnliner Technolgy (Inliner USA) Inliner Technology ASThi F 1216 Sewer - Pipes/Rehab/Fold & Form • Fold and Form Pipe Cullum Pipe Systems, Inc. I Ii03,98 Fold and Forrn Pipe insituform Technologies, Inc. insituform "NuPlpe" ASTM F-1504 Demo. Purpose Only Fold and Forrn Pipe American Pipe & Plastics, inc. ASTM F-1504, 1871, 1867 12/04:00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipelines ASTht F-1504, F-1947 Up 18" diameter 06'09.03 Fold and Form Pipe Miller Pipeline Corp. EX Method to Sewer - Pipes/Olen Profile Large Diameter 09/26'91 EI00-2 PVC Sewer Pipe, Ribbed Lamson V)lon Pipe Carlon Nylon H.C. Closed Profile Pipe, ASTst F 679 18" to 48" 09/26'91 EI00-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" EI00.2 PVC Sewer Pipe, Ribbed Uponor ETI Company 11 /10'10 (Bi00.2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10'10 (B100.2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60" 05/16'11 Steel Reinforced Polyethylene Pipe CoiTech Construction Products Durmsex ASThi F 2562 24" to 72" Water - Appurtenances 33-12-10 (07/01/131 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AW\VA CS00 1"-2" SVC, up to 24" Pipe 0828.02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Ruble Strap Service Saddle Mueller Company DR2S Double (SS) Strap Di Saddle AW\VA CS00 1"-2" SVC, up to 24" Pipe 1027/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and I" 1027/87 Curb Stops -Ball Meter Valves McDonald 4603B, 46048, 6100M, 6100T7si and 61011.1 154" and 2" 5/25.2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. FB600-7NL, FB1600.7-NL, FV23-777-\V-NL, L22-77NL ARRVA CS00 2" 5/252018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., inc. F3600-6-NL, F81600-6-NL, 1-V23.666-W- NI., I22-66NL AWWA CS00 1-1/2" 5/25.2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., inc. FB600-4-Ni,, F131600--NL, B11- 44-WR- Ni., B22444-WR-NI, 1.28-44NL AWWA C800 1" 5/25.2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-24277N-3, B-20200N-3, IL- 15000N, , I1-1552N, 11142276N AWWA C800, ANSF 61, ANSVNSF 372 2" 5/25.2018 33-12-10 Curb Stops -Ball Meter \'aloes Mueller Co., Ltd. B-25000N, B-20200N-3, B-24277N-3,11- 15000N, II.14276N, II-15525N AWWA C800, ANSF 61, ANSIJNSF 372 1-1/2" 5/252018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-20200N-3,11-15000N, H- 15530N AWWA C800, ANSF 61, ANSI/NSF 372 1" 0126 00 Coated Tapping Saddle with Double SS Straps 1CM Industries, Inc. #406 Double Rand SS Saddle 1"-2" Taps on up to 12" 0.'521/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, inc. 412 Tapping Slave ESS AW\VA C-223 Up to 30" w/12" Out 0329.22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) JCM industries, inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10'11 Tapping Sleeve (Stainless Steel) Powerscal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 0229112 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29;;12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Ill Stainless Steel AW\VA C-223 Up to 30" w/12" Out 05/10'11 Joint Repair Clamp Powerscal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box %;Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW Plastic Meter Box %;'Composite Lid DFW Plastics inc. DElV39C-12-IEPAF FTW 08'30 06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-IEPAF FTW Class "A" Concrete Meter Box Bass & }Lays CMB37-1312 1118 LID-9 Concrete Meter Box Bass & Ilays CMB-iS-Dual 14161.ID-9 Concrete Meter Box Bass & }lays CMB65.1365 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/131 • From Original Standard Products list 3 FORT WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: nil water or sewer r I r e jar • er than la inch ammeter snail oe a • r roves ror use o the water ue ' ailment on a r ro ect s r ecmc oasis. Jo eclat oeaoin • ma oe re • uirea ror some ' 1 • es. Approval Spec No. Classsification dia. Manufacturer Model No. National Spec Size Water - Combination Air Release 33-31-70 (01/08/13) • EI-11 Combination Air Release Valve GA Industries, inc. Empire Air and Vacuum Valve, Model 935 ASThI A 126 Class B, ASTM A 240 - float, ASTh1 A 307 - Cover Bolts 1" & 2" • E1-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2" • E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #I47C 1", 2' & 3" Water - Dry Harrel Fire Hydrants 33-12-40 (01/15/141 1001/87 E-1-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90.18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30.'87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12'93 E-1-12 Dry Barrel Fire hydrant American AVK Company Model 2700 AMVA C-502 0824%88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant iTT Kennedy Valve Shop Drawing No. D-80783F\V AW\VA C-502 09R487 E-1-12 Dry Barrel Fire Hydrant M&11 Valve Company Shop Drawing No. 13476 AWWA C-502 10'14%87 E-1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01 /15%88 E1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawing F11-12 A-423 Super Centurion 200 AWWA C-502 1009187 E-i-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant \Vaterous Company Shop Drawing No. SK740803 AWWA C-502 08'12/16 33-12-40 Dry Barrel Fire Hydrant 1J (East Jordan Iron Works) \VaterMastcr 5CD250 Water - Meters 02/05:93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 08%05104 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C70I, Class 1 3/4" - 6" Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13) 01/18/18 33.11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 AWWA C900, AW\VA C605, AST/4 D1784 4"-12" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AW\VA C900 4"-I2" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife let Stream DR18 AW\VA C900 16"-24" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" 12/6'2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b'a Ihf Eagle DR 14 AWWA C900-16 Ul. 1285 ANSUNSF 61 FM 1612 4"-28" 12/6'2018 33 11 12 PVC Pressure Pipe J-hi Manufacturing Co., Inc dib'a JM Eagle DR 18 AW\VA C900-16 UL 1285 ANSI/NSF 61 FM 1612 16"-24" 9.'62019 33 11 12 PVC Pressure Pipe Underground Solutions inc. DR14 Fusible PVC AWWA C900 4" - 8" 9162019 33 11 12 PVC Pressure Pipe NAPCO(Wcstlake) DR18 AW\VA C900 16" - 24" 9162019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 A\V\VA C900 4"- 12" 9/62019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DRI4 AWWA C900 4"- 12" Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23992 Ei-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AW\VA C153 & C110 • EI-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110 * E1-07 Ductile Iron Fittings McWandfyler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111 08'1 L'98 EI-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AV/WA C 153, C 110, C 112 02/26'14 El-07 NU Fittings Accucast Class 350 C-153 hU Fittings AWWA C153 4"-12" 05/1498 E1-07 Ductile Iron Joint Restraints Ford Meter Box Carlini -Flange Uni-Flange Series 1400 AW\VA CI 1I/C153 4" to 36" 05/14,98 EI-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle -Lock AWWA CI I1/C153 4" to 24" 11/09,01 H1-07 Ductile Iron Joint Restraints One Boll, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116'C153 4" to 12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, inc. Megalug Series 1100 (for Di Pipe) AW\VA C111/Cl 16'C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AMVA C111/C116'C153 4" to 24" 08 05 04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLCI0 AWWA C111/C153 4" to 10" 03/06'19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SI-CSI2 AWWA Ci I l/C153 4" to 12" 08 05 04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AWWA CI11/C153 12" to 24" 08'10'98 El-07 NU Fittings(DIP) Sigma, Co. A\\'WA CI53 4" - 24" Sigma One-Lok SLUE 10'12/10 Ei-24 interior Restrained Joint System S & A Techncial Products Bulldog System ( Diamond Lek 21 & JM ASTM F-1624 4" to 12" 08'16'06 Ei-07 Mechanical Joint Fittings SIP industries(Serampore) Mechanical Joint Fittings AWWA CI53 4" to 24" 11l07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AWWA C111 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AW\VA CI11 03/19/18 33.11-I1 Mechanical Joint Retainer Glands SIP Industries(Scrampore) EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA CI11 3"48" 03/19/18 33-] i-11 Mechanical Joint Retainer Glands SIP industries(Serampore) FZ Grip Joint Restraint (Fin) Red for C900 DR14 PVC Pipe ASTM A536 A\V\VA C I 1 1 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP industries(Serampore) HZ Grip Joint Restraint (FJn) Red for C900 DR18 PVC Pipe ASTM A536 AWWA CI11 16"-24" • From Original Standard Products list 4 FAO R'T WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Pipes/Valves &c Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Valve w?no Gears American Flow Control Saki 2500 Thawing # 94-20247 16" 12/13 02 Resilient Wedge Gatc Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08'31199 Resilient Wedge Gate Vahe American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" 05/18.99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C5I5 16" I024'00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AW\VA CS15 4" to 12" 08 05104 Resilient Wedge Gate Vann American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23 91 EI-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seadcd GV AWWA C509 4" to 12" 01/2402 EI-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller • EI-26 Resilient Seated Gate Valve Kennedy • EI-26 Resilient Seated Gate Valve M&}I 4" - 12" • F.1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 1 I/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AW\VA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) A\\'\VA C515 24" and smaller 05113:05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-5I5 AWWA C515 30" and 36" 01 /31i06 Resilient Wedge Gatc Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28,88 EI-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" 10.'04/94 Resilient Wedge Gate Valve Clow Vane Co. 16" RS GV (SD D-20995) A\V\VA C515 16" 11/08,99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller 11/29 44 Resilient Wedge Gate Vahe Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 1 I/30'12 Resilient Wedge Gate \'aloe Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3) 05/08 91 EI-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts 4" - 12" • E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Metroseal 250, requirements SPL #74 3" to 16" 1026'16 33-12-20 Resilient Seated Gate Valve EJ (Fast Jordan Iron Works) EJ Flow}faster Gate Valve & Botts 0824'18 Matco Gate Valve Matco-Norca 225 MR A\\'\VArANSI Cl 15/An2I.15 4" to 16" Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/141 • E1-30 Rubber Seated Butterfly. Valve Henry Pratt Co. AWWA C-504 24' • E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller I/11i99 EI-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger 06'12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valrrtatic American Butterfly Valve. AWWA C-504 Up to 84" diameter 04'06'07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19118 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54" Water - Polyethylene Encasement 33-11-10 (01/08/131 05/12/05 E 1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AW\VA C105 8 mil LLD 05/1205 EI-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard hardware AWWA C105 8 mil LLD 05/1205 EI-13 Polyethylene Encasment ARP Industries Bullstrong byCowtown Bolt & Gasket AWWA CI05 8 mil LLD 09,06'19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP A\V\VA C105 8 mil LLD Water - Sampling Station 3/1296 (Water Sampling Station Water Plus B20 Water Sampling Station Water - Automatic Flusher 10'21/20 Automated Flushing System Mueller Hydrogturd I IG6-A-IN-2-B RN-LPRR(Portable) 11G2-A-IN-2-PVC-018-LPLG(Perrnanent) 04.09/21 Automated Flushing System Kupfcrle Foundry Company Eclipse k9800wc 04'09/21 Automated Flushing System Kupferle Foundry Company Eclipse P9700 (Portable) • From Original Standard Products List 5