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Contract 56292
CITY SEGRETARv FORTWORTH 4 CONTRACT o FOR THE CONSTRUCTION OF Water and Sanitary Sower Replacement Contract 2019, WIS -D City Project No. 102100 Betsy Price David Cooke Mayor City Manager William Johnson Chris Haider, F.E. Director,Transportation & Public, Director, Water Departiment Works Departrnent Prepared for The City of Fort Worth Water nepartment 2821 . . .. INIA[HER h By: Neel-Schaffer, Inc. JOL NEEL- SCH FFE R %% Au&Fort* you can bul#d R.po" a1111 Texas Reg.No,F-2697 F'ClAL ECDRa �.'1Y SFCRE'I•ARY ET. WORTH, TX FORT WORTH. City of Fort Worth Standard Construction Specification Documents Adoptcd Septcmber 2011 00 00 0o STANDARD CONSTRUCTION SPECIFICAMN DOCUMENTS Psge 1 of 5 SECTION 00 00 00 TABLE OF CONTENTS {Text in Blue is fo?-information of guida►rce. Remove all Nue text in the pm ect fivaf docume►rr.1 Division 00-General Conditions Last Revised 0005 10 Mayor and Council Communication 07/0112011 0005 15 Addenda 07/0112011 Gull 13 Invitation to Bidders 0310912020 0021 13 Instructions to Bidders 01105/2021 0032 15 Construction Prp'ect Schedule 07/2012018 0035 13 Conflict of Interest Statement 02124/2020 0041 00 Bid Form 03109/2020 004243 Proposal Farm Unit Price 01120/2012 0043 13 Hid Bond 09111/2017 00 43 37 Vendor Comp liance to State Law Nonresident Bidder 06127/2011 0045 11 Bidders Pre qualifications 07/01/2011 0045 12 Pre qualification Statement 07/0112011 0045 13 Bidder Prc ualification Application 03/09/2020 00 45 26 Contractor Co mp liance with Workers' Coinpensatjan Law 07f01/2011 00 45 40 Minority/Women Business Enterprise Goal 01/05/2021 00 45 41 Small Business Enterprise Goal 06109/2015 00 52 43 AgEcement 0910612019 0061 13 Pet-forniance Bond 07/01/2011 0061 14 Payment Bonn 07/01/2011 0061 19 Maintenancc Bond 07/01/2011 0061 25 Certificate of Insurance 07/0112011 00 72 00 General Conditions 03/09/2020 007310 Supplementary Conditions 03/09/2020 Division 01 -General Requirements Last Revised 01 11 00 Summary of Work 1 2120/20 1 2 01 25 00 Substitution procedures 07/0112011 01 31 19 Preconstruction Meeting 08/17/2012 O1 31 20 Project Meetings 07101/2011 01 32 16 Construction Progress Schedule 07101/2011 01 3233 Preconstruction Video 07101/2011 01 3300 Submittals 12/20/2012 01 35 13 Sptcial Project Procedures 12120/2012 014523 Testing and Ins ectinn Services 03109/2020 01 5000 Temporary Facilities and Controls 07101/2011 01 5526 Street Ube Pffmit and Modifications to Traffic Control 07/01/2011 01 57 0 Storm Water PaIlution Prevention Plan 0710 1/20 1 1 0158 13 Temporary Project Si na a 07/0 1 1201 1 01 60 00 Product Requirements 0310912020 01 6600 Product Storage and Handling Re uiecments 0710112011 01 70 00 Mobilization and Remobilization 11/22/2016 0171 23 Construction Staking and Survey 02/14/2018 CITY OF FORT WORTH Waler and RaniCary Sewer Replacement Conlrsul 2019,WSH-D STA14DARD 0ONMUCTION SPECIFICATION DOCUMENTS Project No.102300 Revised March 9,2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS page 2 of h 017423 Clcanin 07/01/2011 01 77 19 Closeout Requirements 07/01/2011 01 78 23 Operation and Maintenance Data 12/20/2012 01 7939 project record Documents 0710112011 Technical Speeifications which have been modified by the Engineer specifically for this Project; hard copies are included In the Project's Contract Documents 3231 13 Chain Link Fence and Gates REV 1 2120120 1 2 99 99 01 Gravel Surface Course 11/06/2020 Technical Specifications listed helow are included for this Project by reference and call be viewed/downloaded from the City's website at: http://fort worth to xa s.govitpwlcon tractors/ or ht s://apes,fortworthtexas.cov/PrgiectResources/ Division 02-Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 0241 14 Utility Removal/Abandonment 12/20/2012. 0241 15 Paving Removal 02i02/2016 Division 03 -Concrete 03 3000 Cast-In-Place Concrete 12120f2012 03 34 13 Cv.ntrollcd Low Strength Material CLSM IM012M 03 34 16 Concrete Base Material for Trench Repair 1 2120120 1 2 03 9000 Modifications to Existing Concrete Structures 1 2120120 1 2 2 9 G.. R ►xr Results f r Eleetrie l 11/22/2013 264)94-9 12/20/2012 244&-33 12.120/2012 26-0&-4 07/01/2011 26-05-50 02/26/2016 Division 31 -Earthwork 31 1000 Site Clearing t Z12012012 11-� U 112=013 "�'a a 23-23 Rem 0112812413 4-'4a EMbIllild-OKAe 0 1/2 8120 13 31 2500 Erosion and Sediment Control 12/2012012 34-3�-09 Gab ens 12/2012012 ,34� 1212012012 CITY OF FORT WORTH Wnicr and Sanilwy Sewer Replacemen(Conlrm 2019p WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Pro crl No, 102300 Revicad March 4,2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Temporary Asphalt Paving Repair 12/20/2012 3201 29 Concrete Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 37—;ter Lime Treated Base Course 12/20/2012 32 ii 3 Cement TFeyAed Base Courses 12/20/2012 32-44-44 08/21/2015 32 12 16 Asphalt Paving 12/20/2012 3 74 12/20/2012 32 13 13 Concrete Paving 12/20/2012 32 1320 Concrete Sidewalks,Driveways and Barrier Free Rams 06/05/2018 32 13 73 Concrete Paving Joint Sealants 12/20/2012 3244 4 g Briek Unit Paving 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 1723 Pavement Markings 11/22/2013 3" 11/04/2013 323i i3 c4ai zeae s and-G tos 12/20/2012 42-31-26 Wife> enees na & e 12/20/2012 32 3i 29 12/20/2012 3'�;-3 06/05/2018 30 Topsoil Plaeement and Finishing of PaFkways 12/20/2012 3292 13 Hydro-Mulching, Seeding,and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33-Utilities 3301 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television CCTV Inspection 03/03/2016 3303 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 34-04- 8 12/20/2012 33 04 11 Ger-.asion!"eat,-al Tort St„t;e ff 12/20/2012 2�4-172 12/20/2012 33 04 30 Temporary Water Services 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 33 05 10 Utility Trench Excavation,Embedment, and Backfill 12/12/2016 33 05 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings-Cast Iron 01/22/2016 3305 13.10 Frame, Cover and Grade Rings-Composite 01/22/2016 3305 14 Adjusting Manholes, Inlets,Valve Boxes, and Other Structures to 12/20/2012 Grade 33 05 16 Concrete Water Vaults 12/20/2012 33 05 17 Concrete Collars 12/20/2012 34-05-20 AugeF Bering 12/20/2012 34 n�T Tunnel T ; ,.Dt to 12/20/2012 33 0522 Steel Casing Pipe 12/20/2012 3 12/20/2012 33-05-24 06/19/2013 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 11 05 Bolts,Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pie 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride PVC Pressure Pie 11/16/2018 3 '__-_� 12/20/2012 33 11 14 Buried Steel Pipe and Fit4ings 12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 �'� -244 bafge W4er Metefs 12/20/2012 33 1220 Resilient Seated Gate Valve 12/20/2012 3r AWWA RubbeF Semed Butteffly Valve, 12/20/2012 33 1225 Connection to Existing Water Mains 02/06/2013 33 1230 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 1240 Fire Hydrants 01/03/2014 3 '�0 Water Sample Stations 12/20/2012 33 1260 Standard Blow-off Valve Assembly 06/19/2013 34� 34-1-i 12/20/2012 3 '� i i 3 12/20/2012 33-34-1-5 12/20/2012 3331 20 Polyvinyl Chloride PVC Gravity Sanitary Sewer Pie 06/19/2013 „�21 Polyvinyl Chloride 12/20/2012 e " 12/20/2012 33-34-2-3 Sanitafy Sewer Pipe Enlargement 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 3 '�0 12/20/2012 3339 10 Cast-in-Place Concrete Manholes 12/20/2012 33 3920 Precast Concrete Manholes 12/20/2012 12/20/2012 33-3 4-40 12/20/2012 33 3960 Liners for Sanitary Sewer Structures 9/23/2020 33 44- 9 07/01/2011 33 41 41 12/20/2012 33� 44 11/13/2015 33 4600 12/20/2012 33-46-91 07/01/2011 33 4603 Trench DFains 07/01/2011 3 "moo Celt-:,, ni . Manholes and junetion Ba*es 12/20/2012 3 "�0 12/20/2012 33-49-49 07/01/2011 Division 34-Transportation "�_-"+4-_-0 10/12/2015 3" "�-^444,0-1- Attaehment A Eentrel-ler Garet 12/18/2015 3 4 "�oz 02/2012 �^ "�03 01/2012 34-41-11 11/22/2013 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 12/20/2012 34444-5 11/22/2013 3444-4t 11/22/2013 34-44 28 12/20/2012 44^ 447 Arterial LED Roadway Liuminaires 06/15/2015 44^��-2:0-2 Freeway LE. 06/15/2015 '^ ^�03 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 02/26/2016 3471 13 Traffic Control 11/22/2013 Appendix Appendix A Construction Details Appendix B Geotechnical Report Appendix C Corings Appendix D Minority and Women Owned Business Enterprise Compliance Appendix E Wage Rates Appendix F Traffic Control Plans END OF SECTION i CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,2020 City of Fort Worth, Texas Mayor and Council Communication DATE: Tuesday, June 22, 2021 REFERENCE NO.: **M&C 21-0462 LOG NAME: 602019WSMD-CIRCLEC SUBJECT: (CD 2)Authorize Execution of a Contract with William J. Schultz, Inc. dba Circle C Construction Company, in the Amount of$6,089,426.00 for the Water and Sanitary Sewer Replacements Contract 2019, WSM-D Project and Adopt Attached Appropriation Ordinance RECOMMENDATION: It is recommended that they City Council: 1. Authorize execution of a contract with William J. Schultz, Inc. dba Circle C Construction Company, in the amount of$6,089,426.00 for the Water and Sanitary Sewer Replacements Contract 2019 WSM-D project (City Project No. 102300); and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water and Sewer Capital Projects Fund in the amount of$6,745,517.00, transferred from available funds within the Water and Sewer Fund, for the purpose of funding the Water and Sanitary Sewer Replacements Contract 2019, WSM-D project(City Project 102300). DISCUSSION: This Mayor and Council Communication (M&C) is to authorize a construction contract and appropriate additional funding for the replacement of deteriorated water and/or sanitary sewer mains as indicated on the following streets. Street From To Scope of Work West Long Avenue NW 27th Columbus Water/Sewer Street Avenue Alley between NW 27th Kearney Street and NW 27th Avenue Menefee Avenue Sewer Street Alley between NW 28th Kearney West Long Street and NW Loraine Avenue Avenue Sewer Street Alley between NW Kearney West Long Loraine Street and NW Avenue Avenue Sewer 29th Street Alley between NW 29th Kearney 750 feet Street and NW 30th Avenue Southeast Sewer Street Alley between NW 30th Kearney West Long Street and NW 31 st Avenue Avenue Sewer Street _ Alley between 2 th Made 450 feet Sewer Street and 21 s Stre et t et Avenue northwesterly Alley between 21 st Lydon IF Street and 22nd Street Avenue (Kearney Avenue ISewer Alley between 22nd Made 1,585 feet Sewer Street and 23rd Street Avenue southeasterly There are 6,433 feet of cast iron pipe to be replaced in this project. The project was advertised for bids on April 8, 2021, and April 15, 2021, in the Fort Worth Star-Telegram. On May 6, 2021, the following bids were received: Bidder Amount Time of Completion William J. Schultz, Inc. dba Circle 08942600�Cys0 Calendar C Construction Company $6, , . y .._,Re es Group, Ltd. $6,_822,458.00 Woody Contractors, Inc. 11$7,141,964.00 Canary Construction, Inc. 11$7,405,268.001 Western Municipal Construction of $71546,715.40 Texas, LLC Jackson Construction, Ltd. $8,149,687_00 Gra-Tex Utilities, Inc. $8 608,4 .8 03 5 In addition to the contract amount, $473,408.00 (Water: $300,415.00; Sewer: $172,993.00) is required for project management, material testing and inspection, and $182,683.00 (Water: $115,501.00; Sewer: $67,182.00) is provided for project contingencies. The sanitary sewer component of this project is part of the Water Department's Sanitary Sewer Overflow Initiative Program. This project will have no impact on the Water Department's operating budgets when completed. Due to insufficient funds remaining in the Water Pay-As-You Go allocation for FY 2021, Sewer funding is being used to fund the Water construction cost required in this M&C. Appropriations for the Water and Sanitary Sewer Replacements Contract 2019, WSM-D project are as depicted below: Fund Existing Additional Project Appropriations Appropriations Total* Water & Sewer Capital Projects $474,477.00 $6,745,517.00 $7,219,994.00 Fund 56002 Project Total $474,477.0q[ $6,745,517.00 $7,219,994.00 *Numbers rounded for presentation purposes. Business Diversity: William J. Schultz, Inc. dba Circle C Construction Company, is in compliance with the City's Business Equity Ordinance by committing to five percent Business Equity participation and documenting good faith effort. William J. Schultz, Inc. dba Circle C Construction Company identified several subcontracting and supplier opportunities. However, the firms contacted in the areas identified did not respond or did not submit the lowest bids. The City's Business Equity goal on this project is 16 percent. The project is located in COUNCIL DISTRICT 2. FISCAL INFORMATION /CERTIFICATION: Sewer Fund, and upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the VV&S Capital Projects Fund for the Contract 2019 WSM-D project to support the approval of the above recommendations and execution of the contract. Prior to any expenditure being incurred, the Water Department has the responsibility of verifying the availability cf funds. FUND IDENTIFIERS fFIDs1: TO � �. rT6itDepartment Accountm Project Progra ctivity Budget Reference# Amoun ID ID Year (Chartfie10,4--. FRDIVI Fun Department ccou I Project !Prograrnl ctivity Budget Reference# moun iD Ild I I Year (Chartfield 2) CERTIFICATIONS: Submitted for City Manager's Office by: Dana Burghdoff (8018) Originating hating Department Head: Chris Harder (5020) Additional Information Contact: Liam Conlon (6824) ATTACHMENTS 1. t30201911VSMO-CIRCLEC_Compliance Memo.pdf (CF1N InternaD 2_ 602019WSMD-CIRCLEC FID Table (WCF 05.27.211.x1sx (CFW Internal} 3. 602019VVSMD-CIRCLEC Form 1296.pdf (CFW Internal} 4. 602019VVSMO-CIRCLEC Funds evail.docx (CFW Internal) 5. 602019VVSMO-CIRCLEC Map 1.pdf {Public} $. 602019WSMD-CIRCLEC Map 2.pdf (Public) 7. 602019WSIVID-CIRCLEC 56002 A021 Rec2r.docx (Public) 8. Circle C Construction SAM.pdf (CFW Internal) I i 0 N 0 Ul V, tIq Ln +n Ln srl Ln Lrk Ln 1n L Ln Ln 0m rn m m m m Ch a4 m m m m m rn m m Lfi 0 o g a Q Q 0 Q 0 0 0 0 0 o O d 0 o m o Q 0 Q Q 0 0 o fl o Co d d N hJ Iv h--1 N NJ NJ N N Is hJ I-- hJ N fti.I N I3 a o 0 0 o Q Q 0 0 o 0 0 0 0 fl o m m m m m rn m m -4 .J M �j '1 0) Cl m O 0 o a CD CD o 0 d o CD0 0 00 0 n C3 CD � � o LP o w o 0 0 0 Lu w w w w w o w w s w � w w w w a o m n cn 4 4C� 4 0 q o 4 CO Q _ p} h � Ln W Vz v, to Ln Ln A to ix Ln � Ln Is 1D W W w Lo tG Ld H I3 W P. -P, I.3 Lm . 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M&C inse,Y shall he on blare paper•,] 8 9 10 11 12 13 14 15 16 17 1s 19 20 21 Z2 23 24 END OF SECTION CITY OF FORT WORTH Water and Saeirary Sewer Replacement Contract 2019.WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.102mo Revised duly 1,2011 00515-1 ADDENDA Page I of 1 1 SECTION 00 05 15 2 ADDENDA 3 4 S 6 [Assembler: For Contract Dorumen1 execution, remove this page and replace w;th any addenda 7 issued during bidding] 8 9 10 11 12 13 14 Is 16 17 18 19 20 21 22 23 24 END OR SECTION CITY OF FORT WORTH water end Sanitary Sewer Repiacemem Contra120J9,WSM-o $TANnARn cows umnN spwiFwATIQN nccuMvws P14*3 No. 10730 Revised July 1,2011 Water and Sanitary Sewer Replacement Contract 2019,WSM-D Addendum 1 CITY OF FORT'WORTH ADDENDUM NO. 1 TO THE SPECIFICATIONS AND CONTRACT DOCUMENTS FOR WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2019,WSM-D CITY PROJECT NO. 1023011 BID OPENING DATE: THURSDAY,MAY 6,2021 Addendum No. 1 Issued: May 3,2021 The contract and documents for the subject project are hereby revised or amended as the following: The addenda and updated documents have been pasted on-line and can be viewed at: https;IJdccs.b360,avtodesk.cormlsharesla5c827hG-7hc3-40dA-a4f6-995c74d7t2e6 u esti onsf C iarific ation s: No additional questions or clarifications. Project Mflnugl: Section 00 42 43 —Bid Proposal Farm • The proposal section is herby replaced in its entirety. Add Standard Specification 32 01 18 for Temporary Asphalt Paving Repair. Change contract time from 540 calendar days to 650 calendar days.Revise the applicable pages of the following: * Section 00 41 00—Bid Form * Section 00 52 43 —Agreement Plans: No changes to plan sheets are associated with Addendum No. 1 ION ator and Sanitary Sewer R,epiaccment Contract 2019, WSM.D Addendum i AClatiowledge your receipt of this Addendum Nu, t by completing the requesftd h7fvxrnation at the following locations: t, In the space provided in Section 00 4100 Bid Folm of the Bid Proposal. 2. Exeoute acknowledgement below and submit aimed copy with your p:+oposal at the time ofthe bid submittal. RRtwEIPi I'ACl ] p'WLEDGHD: 13y: 3 l v Ci[y of Fort Worth Chris HM-dor,PX, Director,Water Department By r• tl ` i1 . c, Tony Sholola,P.B. Assistant Director,Water Department I i I 2of2 Addendum#1 004243 BID PROPOSAL Page IR of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Item No. No Description Section No. Measure Quantity Unit Price Bid Value CITY OF FORT WORTH WATER DEPARTMENT WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2019 WSM-D CITY PROJ NO 102300 UNIT I-WATER 1 3311.0664 24"PVC C900 Water Pipe(Restrained Joints) 3311 12 LF 390 2 3311.0665 24"PVC C900 Water Pipe,CSS Backfill(Restrained 33 11 12 LF 60 Joints) 3 3311.0654 24"DIP Water(Restrained Joints) 3311 10 LF 30 4 3311.0561 16"PVC C900 Water Pipe 3311 12 LF 2808 5 3311.0562 16"PVC C900 Water Pipe,CSS Backfill 3311 12 LF 129 6 3311.0564 16"PVC C900 Water Pipe(Restrained Joints) 33 11 12 LF 1852 7 3311.0565 16"PVC C900 Water Pipe,CSS Backfill(Restrained 3311 12 LF 81 Joints) 8 3311.0551 16"DIP Water 3311 10 LF 30 9 3311.0461 12"PVC C900 Water Pipe 3311 12 LF 340 10 3311.0451 12"DIP Water 33 11 10 LF 50 11 3311.0261 8"PVC C900 Water Pipe 33 11 12 LF 1580 12 3311.0262 8"PVC C900 Water Pipe,CSS Backfill 33 11 12 LF 70 13 3311.0251 8"DIP Water 33 11 10 LF 330 14 3311.0161 6"PVC Water Pipe 33 11 12 LF 120 15 0171.0100 Construction Staking 0171 23 LS 1 16 0171.0102 Red Line As-Built Survey 01 71 23 LS 1 17 0241.1001 Water Line Grouting(12"and smaller) 0241 14 CY 20 18 0241.1001 Water Line Grouting(16"and larger) 0241 14 CY 310 19 0241.1017 Remove 18"Water Line 0241 14 LF 50 20 0241.1207 18"Water Abandonment Plug 0241 14 EA 3 21 0241.1209 24"Water Abandonment Plug 0241 14 EA 2 22 0241.1218 4"-12"Water Abandonment Plug 0241 14 EA 8 23 0241.1347 Salvage 6"Water Valve 0241 14 EA 17 24 0241.1348 Salvage 8"Water Valve 0241 14 EA 7 25 0241.1350 Salvage 10"Water Valve 0241 14 EA 4 26 0241.1352 Salvage 18"Water Valve 0241 14 EA 3 27 0241.1353 Salvage 20"Water Valve 0241 14 EA 1 28 0241.1354 Salvage 24"Water Valve 0241 14 EA 1 29 0241.1402 Abandon 6"Water Valve 0241 14 EA 6 30 0241.1405 Abandon 12"Water Valve 0241 14 EA 3 31 0241.1407 Abandon 18"Water Valve 0241 14 EA 1 32 0241.1510 Salvage Fire Hydrant 0241 14 EA 8 33 0241.1602 Remove Concrete Water Vault 0241 14 EA 1 34 3110.9999 Remove and Transplant Trees and Bushes(All Sizes) 31 1000 EA 25 35 3125.0101 SWPPP z 1 Acre 31 2500 LS 1 36 3201.0111 4'Wide Asphalt Pvmt Repair,Residential 3201 17 LF 420 37 3201.0112 5'Wide Asphalt Pvmt Repair,Residential 3201 17 LF 60 38 3201.0114 7'Wide Asphalt Pvmt Repair,Residential 3201 17 LF 10 39 3201.0201 Asphalt Pvmt Repair Beyond Defined Width,Residential 3201 17 SY 200 40 3201.0400 Temporary Asphalt Paving Repair(2"HMAC on 6"Flex 3201 18 LF 4648 Base) 41 3201.0614 9"Conc Pvmt Repair,Residential 3201 17 SY 310 42 3213.0311 4"Conc Sidewalk,Adjacent to Curb 32 13 20 SF 30 43 3216.0101 6"Conc Curb and Gutter 32 16 13 LF 30 44 3216.0301 9"Conc Valley Gutter,Residential 32 1613 SY 770 45 3217.0001 4"SLD Pvmt Marking HAS(W) 32 17 23 LF 100 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WStt-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Projm No,102300 Porto Reused 20120120 Bid Proposal 102300 W&SS Rep]Contract 2019,WSTt-D-Add 91 Addendum N1 004243 BID PROPOSAL Page 2R of 4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Item No. No Description Section No. Measure Quantity Unit Price Bid Value 46 3217.0003 4"BRK Pvmt Marking HAS(W) 32 17 23 LF 1350 47 3217.0201 8"SLID Pvmt Marking HAS(W) 32 17 23 LF 200 48 3217.0501 24"SLD Pvmt Marking HAE(W) 32 17 23 LF 450 49 3217.1002 Lane Legend Arrow 32 17 23 EA 1 50 3217.2001 Raised Marker TY W 32 17 23 EA 40 51 3217.9999 Triangular Yield Line 32 17 23 LF 70 52 3292.0100 Block Sod Placement 32 92 13 SY 8400 53 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 42 54 3304.0101 Temporary Water Services 33 04 30 LS 1 55 3305.0109 Trench Safety 33 05 10 LF 8100 56 3305.0203 Imported Embedment/Backfill,CLSM,As Directed by the33 05 10 CY 200 Inspector 57 3305.0207 Imported EmbedmenUBackfill,Select Fill,As Directed by 330510 CY 400 the Inspector 58 3311.0001 Ductile Iron Water Fittings 33 11 11 TN 11 59 3312.0001 Fire Hydrant Assembly 33 12 40 EA 10 60 9999.0000 Connection to Existing 18"Water Main(Material 33 12 25 EA 1 Unknown) 61 3312.0107 Connection to Existing 20"Cast Iron Water Main 33 12 25 EA 1 62 3312.0108 Connection to Existing 24"Water Main(Cast Iron, 33 12 25 EA 5 Ductile Iron and/or Concrete) 63 3312.0117 Connection to Existing 4"-12"Water Main 33 12 25 EA 27 64 3312.1002 2"Combination Air Valve Assembly for Water 33 12 30 EA 2 65 3312.2003 1"Water Service 33 12 10 EA 5 66 3312.3002 6"Gate Valve 33 12 20 EA 10 67 3312.3003 8"Gate Valve 33 12 20 EA 42 68 3312.3005 12"Gate Valve 33 12 20 EA 9 69 3312.3006 16"Gate Valve w/Vault 33 1220 EA 7 70 3312.3008 24"Gate Valve w/Vault 33 12 20 EA 3 71 3312.9999 24"Gate Valve in Existing Vault 33 12 20 EA 1 72 3312,6002 6"Blow Off Valve 33 12 60 EA 1 73 3311.0242 8"PVC(C900 DR14)(Sewer Pipe),CSS Backfill 33 11 12 LF 160 74 3311.0442 12"PVC(C900 DR14)(Sewer Pipe),CSS Backfill 3311 12 LF 20 75 3441.4110 Remove and Reinstall Sign Panel and Post 3441 30 EA 9 76 3471.0001 Traffic Control 3471 13 MO 18 77 3471.0002 Portable Message Sign 3471 13 WK 78 78 3471.0003 Traffic Control Details 3471 13 LS 1 79 9999.0000 Permanent Paving Repair(2"HMAC on 12"Reinforced 3201 29 SY 5850 Concrete) 80 9999.0000 Miscellaneous Allowance for Irrigation,Sprinkler LS 1 $15,000.00 $15,000.00 Systems Removal&Replacement 81 9999.0000 Construction Allowance LS 1 $150,000.00 $150,000.00 82 9999.0000 Guard Rail Repair TxDOT 540 LF 60 SUBTOTAL UNIT I BID UNIT II-SEWER 1 3311.0261 8"PVC(C900 DR14)(Sewer Pipe) 3311 12 LF 980 2 3311.0262 8"PVC(C900 DR14)(Sewer Pipe),CSS Backfill 3311 12 LF 120 3 3331.4115 8"Sewer Pipe PVC(SDR 26)ASTM D 3034 3331 20 LF 5761 4 3331.4119 8"DIP Sewer Pipe with Protecto 401 Lining 3311 10 LF 480 5 3331,4120 8 DIP Sewer Pipe with Protecto 401 Lining,CSS 3311 10 LF 170 Backfill CITY OF FORT NORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.102300 Fonn Revised 20120120 Bid Proposal 1112300 W S SS Repl Contract 2019,WSM-D-Add it I Addendum#1 00 42 43 BID PROPOSAL Page 311 of 4 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Item No. Description Unit Price Bid Value No. Section No. Measure Quantity 6 0171.0101 Construction Staking 01 71 23 LS 1 7 0171.0102 Red Line As-Built Survey 01 71 23 LS 1 8 0241.2001 Sanitary Line Grouting 0241 14 CY 10 9 0241.2103 8"Sewer Abandonment Plug 0241 14 EA 4 10 3339.1001 4'Manhole 3339 10, EA 29 33 39 20 11 3339.1003 4'Extra Depth Manhole 33 39 10, VF 27 33 39 20 12 3301.0101 Manhole Vacuum Testing 3301 30 EA 29 13 3339.0001 Epoxy Manhole Liner 33 39 60 VF 54 14 3305.0107 Manhole Adjustment,Minor 33 05 14 EA 1 15 0241.2201 Remove 4'Sewer Manhole 0241 14 EA 15 16 0241.5001 Abandon Manhole 0241 14 EA 2 17 0330.0001 Concrete Encase Sewer Pipe 03 30 00 CY 25 18 3125.0101 SWPPP z 1 Acre 31 2500 LS 1 19 3201.0112 5'Wide Asphalt Pvmt Repair,Residential 3201 17 LF 140 20 3201.0201 Asphalt Pvmt Repair Beyond Defined Width,Residential 3201 17 SY 50 21 3201.0400 Temporary Asphalt Paving Repair(2"HMAC on 6"Flex 3201 18 LF 1406 Base) 22 3213.0101 6"Conc Pvmt(Alley/Drive Approach) 32 13 20 SY 120 23 3213.0301 4"Conc Sidewalk 32 13 20 SF 60 24 3216.0301 9"Conc Valley Gutter,Residential 32 16 13 SY 60 25 3217.0003 4"BRK Pvmt Marking HAS(W) 32 17 23 LF 650 26 3217.2001 Raised Marker TY W 32 17 23 EA 20 27 3292.0100 Block Sod Placement 32 92 13 SY 332 28 3301.0001 Pre-CCTV Inspection 3301 31 LF 1000 29 3301.0002 Post-CCTV Inspection 3301 31 LF 7431 30 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 6 31 3305.0109 Trench Safety 3305 10 LF 7431 32 3305.0112 Concrete Collar 33 05 17 EA 29 33 3305.0117 CSS Encasement for Utility Pipes(Not Already Shown 33 05 10 CY 25 on Drawings) 34 3331.3101 4"Sewer Service 33 31 50 EA 227 35 3471.0001 Traffic Control 3471 13 MO 12 36 3471.0002 Portable Message Sign 3471 13 WK 52 37 9999.0000 Permanent Paving Repair(2"HMAC on 12"Reinforced 3201 29 SY 1930 Concrete) ` 38 9999.0000 Trench Cut Repair for Gravel Alley,2.5"Gravel Depth, 999901 SY 1125 As Directed by the Inspector E 39 9999.0000 Construction Allowance LS 1 $100,000.00 $100,000.00 40 3211.0113 8"Flexible Base,Type A,GR-1 32 11 23 SY 481 41 3110.0102 6"-12"Tree Removal 31 1000 EA 1 42 3110.0103 12"-18"Tree Removal 31 1000 EA 1 43 3110.0104 18"-24" Tree Removal 31 1000 EA 1 44 3231.0123 6'Chain Link,Aluminum 3231 13 LF 110 45 3231.0123 Metal Fencing 3231 13 LF 100 46 3431.4003 Furnish/Install Alum Sign Ground Mount City Std 3441 30 EA 1 47 3471.0003 Traffic Control Details 3471 13 LS 1 SUBTOTAL UNIT II BID CITY OF FORT NORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.102300 Form Revised 20120120 Bid Proposal 102300 W S SS Repl Contract 2019,WSM-D-Add 01 Addendum N 1 00 42 43 BID PROPOSAL Page 4R of 4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Item No. No Description Section No. Measure Unit Price Bid Value Quantity Bid Summary SUBTOTAL UNIT I BID SUBTOTAL UNIT II BID Total Amount Bid(Unit I&Unit 11) END OF SECTION I i I CITY OF FORT NORTH Water and Sanitary Sewer Replacement Contract 2019,WS1,I-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.102300 Fom Revisal 20120120 Bid Proposal 102300 W&SS Repi Contract 2019,WSM-D-Add it 00 11 13 INVITATION TO BIDDERS Pagel of 3 SECTION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIDS Due to the COVIDI9 Emergency declared by the City of Fort Worth and until the emergency declaration, as amended, is rescinded, sealed bids for the construction of Water and Sanitary Sewer Replacement Contract 2019,WSM-D,City Project No. 102300("Project")will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST,Thursday,May 6, 2021 as further described below: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 76102 Bids will be accepted by: 1. US Mail at the address above, 2. By courier, FedEx or hand delivery from 8:30-1:30 on Thursdays only at the South End Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102. A Purchasing Department staff person will be available to accept the bid and provide a time stamped receipt; or 3. If the bidder desires to submit the bid on a day or time other than the designated Thursday, the bidder must contact the Purchasing Department during normal working hours at 817-392-2462 to make an appointment to meet a Purchasing Department employee at the South End Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102, where the bid(s)will be received and time/date stamped as above. Bids will be opened publicly and read aloud at 2:00 PM CST in the City Council Chambers and broadcast through live stream and CFW public television which can be accessed at htlp:Hfortworthtexas.gov/fwtv/.The general public will not be allowed in the City Council Chambers. In addition, in lieu of delivering completed MBE forms for the project to the Purchasing Office, bidders shall e-mail the completed MBE forms to the City Project Manager no later than 2:00 p.m. on the second 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: Water Improvements will include: • 430 LF 24"PVC Water Pipe • 4770 LF 16"PVC Water Pipe • 1610 LF 8"PVC Water Pipe Sanitary Sewer Improvements will include: • 6411 LF 8"PVC Sewer Pipe • 30 4' Manholes. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102300 Temporarily Revised April 6,2020 due to COVIDI9 Emergency 0011 13 INVITATION TO BIDDERS Page 2 of 3 Permanent Pawing Re pair will ilncluder * 7780 Square Yards(2" HMAC on 12"Concrete). PREQUALIFICATION The improvements included in this project must be performed by a contractor 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 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 VVorth's Purchasing Division website at hIto://www.fortworthtexas.goy/yurehasing/attd 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. Bid Document Package https:i/docs.b360.autodesk.com/sharest454od 10d-95cc-44b9-9c3e-1 6938031 d7a2 Addenda Folder bttps:/ldoes.b360.outodesk.camlsharesle5c827b0-7bc3-40d4-a4f6-995c74d7f2e6 Copies of the Bidding and Contract Ducuinents may be purchased from: Neel-Schaffer, Inc., 515 Houston Street, Suite 751, Fort Worth, TX 76102. The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full sine drawings: $1 D0.00 Set of Bidding and Contract Documents with half size(if available)drawings: $50.00 PREBID CONFERENCE A prebid conference may be held as discussed in Section 00 21 13 -INSTRUCTIONS TO BIDDERS at the following date,and time via a web conferencing applicadnn: DATE: April 20, 2021 TIME, 9:00 a.m. If a prebid conference will be held online via a web conferencing application, invitations will be distributed directly to those who have submitted Expressions of Interest in the project to the City Project Manager and/or the design Engineer. The presentation given at the prebid conference 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 a-mail questions or comments in accordance with Section 6 of the Instructions to Bidders Referenced above to the project manager(s) at the a-mail addlesses listed below. Emailed questions will suffice as"questions in writing"and the requimment to formally mail questions is suspended. If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CTTV 4F r0PLT WORTH Walcr and Sanitary Sewer Replacement Comrade 2014,WSM-0 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No, 1-02300 Temporarily Revised April 6,2020 due to COVID19 Enicrgcncy UQ 11 13 INVITATION TO BIDDERS Fage3 00 CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the,right to waive irregularities and to accept or reject bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. INQUIRIES A11 inquiries relative to this procurement should be addressed to the following; Attn: Liam Conlon,City of Fort North Email: William.Conlon@fortworffitexas.gov orthtexas.gov Phone: 917-392-6924 ANDFOR Attn: Jiro Amick,Neel-Schaffer, Inc. Entail: Jim.Amicknecl-schaffer,com Phone: 817-870.2422 EXPRESSION OF INTEREST To ensure bidders are kept up to date of any new information pertinent to this project or the COVID 19 emergency declaration, as amended,as it may relate to this project,bidders are requested to email Expressions of Interest is this procurement to the City Project Manager and the Design Engineer, The email should include the bidder's company name,contact person,that individuals 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:llfortwonh(exas.gov/purchasing/ PLAN HOLDERS To ensure you are kept up to date of any new information pertinent to this project such as when an addenda is issued,download the Plan Holder Registration form to your computer,complete and email it to the City Project Manager or the Design Engineer, The City Project Manager and Design Engineer are responsible to upload the Plans Holder Registration form to the Plan Holders folder in BIM360. Mail your completed Plan Holder Registration form to those listed in INQUIRIES above. ADVERTISEMENT DATES April 9, 2021 April IS, 2021 END OF SECTION CITY OF FORT WORTH Waler and Sehilary Sever Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMCNT Project No,102300 Temporarily Rsviscd April 6.2(120 due to COVID19 Emergency 0021 13 INSTRUCTIONS TO BIDDERS PAP Iof10 SECTION 00 2113 INSTRUCTIONS TO BIDDERS f I'exr in Bhee is fur erlfornrariort oi-guidance. Remove all blue Text M the projectfinal docuffleya J 1. Defined Terms l.t,Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Seotion 00 72 00- GENERAL CONDITIONS. 1.2,Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the ineanings indicated below which are applicable to both the sirtguiar 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 raider 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 far 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. Prequaliffcation of Bidders (Prime Contractors and Subcontractors) 3.1.Al] Bidders and their subcontractors are required to be prequaIii ted for the work types requiring prequalification at the time of bidding. Bids received from contractors who are not prequaliried shall not be opened and,even if inadvertently opened, shall not be considered. Prequalifxcation requirement work types and documentation are available by accessing all required files through the City's website at: https:lla ps.fartWarthtcx3S. 0�1ectResoui-CCS/ 3.1,1, Paving—Requirements document located at; httgs:lfal2ps.fort orthtexas.&ov}ProjectResourceslResaurcesPlG2°1v20- %2OConstruct ion%2MocumentslContractor%20Preaual i iication/TPW%20Pavina %2OContractsraloZOPrequa1ihcatian%20ProgTamlPREOUALI FICA TI4N%2OREO UIMMENTS°ln20FOR°1o20PAVrNCr�/`2000NTRACTORS.pdi CITY OF FORT WORTH Walcr and Savitary Sewer Replacement Contnia 2019,WSM•D STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project Ne. 102300 TcTnporsrily RcvistdlUpdsted lanuary05,2021 due to COVIDI9 Ei"rgcnty 0021 t 3 INSTRUCTIONS To BIDDERS Pogo 2 of 10 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at; http§:llapps.fcrtworthtexas. og v[ProiectResources/ResourcesP102°fa20- °fa24Construction%2ODocumriiis/Contractor°lQ2OPrequatification/TPVi%20Roadwo v%20and%20Pedestrian%2OLigbtinz'/o2OPregualification%2OProg:ram/STREET% 2 0 LIG HT°182bPREDi]AL°/82 OREDMNT S.pd f 3.1.3. Water and Sanitary Sewer—Requirements document located at; h ttus:1lartos,fortwo rt htexa s.¢ovlProi ccl Resources/Resoure,es P/02"/020- %2 0CorLs truc t ioij%2DDocu meiits/Contractorl/o2OPrequa l i f icat io n/Water%20and%2 QS a n itary%2Q Sewcr°fo20Coni ractor%20Prequa 1 i ficat i on%20P ro gram{W S S%2 0pse gu a l"K2 Drcqu irem ent s.pdf 3.2,Each Bidder,unless currently prequalifsed, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIDNS. 3.2..1.Submission of and/or questions related to prequ a I i fication should be addressed to the City contact as provided in Paragraph 6,t, 3.2.2.TEMPORARY PROCEDURES DUE TO COVID-19: A Bidder whose prequalification has expired during the time period where a valid emergency order is in place (federal, state, local) and for 30 days past the expiration of the emergency order with the furthest expiration daze—by day and month, will not be automatically disqualified flom having the Bidder's bid opened. A Bidder in this situation will have its bid opened and read aloud and will be allowed 5 business days(close of business on the 5 h day) to submit a complete prequalification renewal package. Failure to timely submit,or submittal of an incomplete package, will render the Bidder's bid non-responsive. Ifthe prequalification renewal documents show the Bidder as now not-qualified,the bid will be rendered non- responsivc. A Bidder may not use this exception to seek a prequalification status greater-than that which was in place of the date of expirations. A Bidder who seeks to increase its prequalification status must follow the traditional submittallreview process. 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low bidder(s)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, infonnation 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(s)to deliver a quality product and successfuIly 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 Divimio tts, CITY OF FORT WORTH Waterand Sanitary SewerReplacemcnt Contract 2019,WSM•D STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Projfict No. 102300 Temporarily Revised ftdatod January 05,2421 due to COVID19 6utiorgency 0021 13 INSTRUCTIONS TO BIDDERS Page 3 of 10 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1.Before submitting a Bid, each Bidder shall: 4.1.1. Examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2, below).No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. 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. Consider federal, state and local Laws and Regulations that may affect cost, progress,performance or furnishing of the Work. 4.1.4. 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." 4.1.5. Be 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. 4.1.6. 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. On 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. f CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102300 Temporarily Revised/Updated January 05,2021 due to COVIDI9 Emergency i 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 10 4.1.7. 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 is prima-facie evidence that the Bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.2. 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. 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) that Bidder has complied with every requirement of this Paragraph 4, (ii)that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction(if any)that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and(iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102300 Temporarily Revised/Updated January 05,2021 due to COVIDI9 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page 5 of 10 4.4.The provisions of this Paragraph 4, inclusive, do not apply to Asbestos,Polychlorinated biphenyls (PCBs), Petroleum,Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract Documents. 5. Availability of Lands for Work,Etc. 5.1.The lands upon which the Work is to be performed,rights-of-way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- of-way, easements, and/or permits are not obtained,the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. 5.3. The Bidder shall be prepared to commence construction without all executed right-of- i way, easements, and/or permits, and shall submit a schedule to the City of how j construction will proceed in the other areas of the project that do not require permits and/or easements. i 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 310 W. 10`'' Street Fort Worth,TX 76102 Attn: Liam Conlon, Water Department Email: William.ConlonAfortworthtexas.gov Phone: 817-392-6824 Neel-Schaffer, Inc. 515 Houston Street, Suite 751 Fort Worth,TX 76102 Attn: Jim Amick,P.E., Engineer Manager Email: Jim.Amick@Neel-Schaffer.com CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102300 Temporarily Rcvised/Updated January 05,2021 due to COVIDI9 Emergency 0021 13 MgMUCTIONS TO HIDDERS Page 6 of 10 Phone: 817-870-2422 6.2.Addenda may also be issned 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<Aser i Link to Dociemenis>, 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Rept•esentatives 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.l.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Did price on form attached, issued by a surety nwe'ling the requirements of Paragraph s 5.01 of the General Conditions. 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and deliver the complete Agreement within I ll•days after the Notice of Award, City may consider Bidder to be in default, rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited. Such forfoiturc shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all other Bidders whom City believes to have a reasonable chance of receiving the award will be retained by City until final contract execution. S. Contract Times The number of days within which, or the dates by which, Milestoncs are to be achieved in accordance with the General Requirements and the Work is to he completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Sid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement, 110. 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 nr"or-equal" items. Whenever it is indicated or specified to the Bidding Documents that a "mbstitute"or"or- cqual" 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 sett forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section bl 25 00 of thr,General Requitrements. CITY OF FORT WORTH Waler and Sanitary sewer Replaeomenl Contract 2419,WSM-D STANDARD CONsTpu TloNSPECIFICATION DOCLIFdWT Projcol No. t02300 Tcnipamrily ReviseWlWaled lanwry 05,2021 due to COVTD19 Emergemy 0021 13 INSTRUCTIONS TO BIDDERS Page 7of19 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City's Business Equity Ordinance Nu. 24534-11-2020 the City has goals for the participation of minority business and/or women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the Business Equity Utilization Form, Business Equity Prime Contractor Waiver Form nnd/or Good Faith Effort Form with documentation and/or Business Equity Joint Venture Form,as appropriate. The Forms including documentation must be received by the City no later than 2.00 P.M, CST,on the second business day after the bid opening date.The Bidder shall obtain a receipt from the City as evidence the documentation was received. Failure to comply shall tender the bid as non-responsive. Business Equity Ordinance No-24534-11-2020 helps://apes_1 i)r[%vt)rt l7 t cx as_gov/Pro j ec t ResDu rce s/ResourcesP/60"/`20- °/u772r�U1'vIWBE/NE1 1XD20Business1l920 uit %200rdinanee/Ordinar►eg%2024534-1 1- 2VLI 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor has reasonable objection. 12. Bid Farm 12.1. The Bid Form is included with the Bidding Documents, additional copies may be obtained from the City. 12.2, All blanks oti the Bid Form must be completed by printing in ink 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 Ibc case of optional alternatives, the words"No Sid," "No Change," or"Not Applicable" may be entered, Bidder shall state the prices, written in ink in both words and numerals, for which the Bidder proposes to do the work contemplated or furnish materials required. All prices shall be,written legibly. In case of discrepancy between price in written words and the price in written numerals,the price in written words shall govern. 12.3, Bids by corporations shall be executed in the corporate name by the president or a vice-president or uthcr curporate officer accompanied by evidence of authority to I sign. The corporate seal shall be affixed. The corporate address and state of incorporation shalt 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. CITY OF FORT WORTH Walcr wd Sunit"SMYCI Peplacement COMM012010,WS[vl-T) STANDARDCONMUCTION SPECOCATION DOCUMENT Project No. 1023M Tenyporarily Rcvisc&L1pdated JawnTy 05,2021 duc to COVID 19 Entcrgenay 0021 13 INSTRUCTIONS TO BIDDERS Page 8 of 10 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted 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. Modification and Withdrawal of Bids 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office cannot be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. After all Bids not requested for withdrawal are opened and publicly read aloud, the Bids for which a withdrawal request has been properly filed may, at the option of the City,be returned unopened. 14.2. Bidders may modify their Bid by electronic communication at any time prior to the time set for the closing of Bid receipt. 15. Opening of Bids Bids will be opened and read aloud publicly at the place where Bids are to be submitted. 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 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 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102300 Temporarily Revised/Updated January 05,2021 due to COVIDI9 Emergency 0021 13 INSTRUCTIONS TO BIDDERS Page 9 of 10 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,whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by City. City also reserves the right to waive informalities not involving price, contract time or changes in the Work with the Successful Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders,Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of 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. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102300 Temporarily Revised/Updated January 05,2021 due to COVID 19 Emergency 0021 13 INSTRUCTtDNS TO BIDDERS Page 14 of 10 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 Bid. Upon the contractor 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 littos://www.eihics.state.tx.us/datatforms/1295/129L.Pdf 17,8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement 18.1. Wbcn City issues a Notice of'Award to the Successful Bidder, it will he accnmpanicd by the requited number of unsigned counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required number ofcounleq)arts of the Agreement to City with the required Bonds,Certificates of Insurance, and all other required documentation. 18.2. Failure to execute a duly awarded contact may subject the Contractor to penalties. 18.3. City shall thereafter deliver one folly signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH Wafer and Sanitary Sewer Replacemwt Contract 2019,WSM-D STANDARD CON5TRUCTEON SPEC]FICA71ON DOCUMENT hoc mt Ne. 1021M Temporarily RoviisedlUpdaled January fly,2021 due to COVID 19 EnwrSeney 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 SECTION 00 32 15 CONSTRUCTION PROJECT SCHEDULE PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements for the preparation, submittal,updating, status reporting and management of the Construction Project Schedule 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 D. Purpose The City of Fort Worth(City) is committed to delivering quality, cost-effective infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a properly structured schedule with accurate updates. This supports effective monitoring of progress and is input to critical decision making by the project manager throughout the life of the project. Data from the updated project schedule is utilized in status reporting to various levels of the City organization and the citizenry. This Document complements the City's Standard Agreement to guide the construction contractor(Contractor) in preparing and submitting acceptable schedules for use by the City in project delivery. The expectation is the performance of the work follows the accepted schedule and adhere to the contractual timeline. The Contractor will designate a qualified representative (Project Scheduler)responsible for developing and updating the schedule and preparing status reporting as required by the City. 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. 2. Non-compliance with this specification is grounds for City to withhold payment of the Contractor's invoices until Contractor achieves said compliance. 1.3 REFERENCES A. Project Schedules Each project is represented by City's master project schedule that encompasses the entire scope of activities envisioned by the City to properly deliver the work. When the City contracts with a Contractor to perform construction of the Work, the Contractor CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD SPECIFICATION Project No. 102300 Revised JULY 20,2018 0032 15-0 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 will develop and maintain a schedule for their scope of work in alignment with the City's standard schedule requirements as defined herein. The data and information of each such schedule will be leveraged and become integral in the master project schedule as deemed appropriate by the City's Project Control Specialist and approved by the City's Project Manager. 1. Master Project Schedule The master project schedule is a holistic representation of the scheduled activities and milestones for the total project and be Critical Path Method(CPM)based. The City's Project Manager is accountable for oversight of the development and maintaining a master project schedule for each project. When the City contracts for the design and/or construction of the project, the master project schedule will incorporate elements of the Design and Construction schedules as deemed appropriate by the City's Project Control Specialist. The assigned City Project Control Specialist creates and maintains the master project schedule in P6(City's scheduling software). 2. Construction Schedule The Contractor is responsible for developing and maintaining a schedule for the scope of the Contractor's contractual requirements. The Contractor will issue an initial schedule for review and acceptance by the City's Project Control Specialist and the City's Project Manager as a baseline schedule for Contractor's scope of work. Contractor will issue current, accurate updates of their schedule (Progress Schedule) to the City at the end of each month throughout the life of their work. B. Schedule Tiers The City has a portfolio of projects that vary widely in size, complexity and content requiring different scheduling to effectively deliver each project. The City uses a "tiered"approach to align the proper schedule with the criteria for each project. The City's Project Manager determines the appropriate schedule tier for each project, and includes that designation and the associated requirements in the Contractor's scope of work. The following is a summary of the"tiers". 1. Tier 1: Small Size and Short Duration Project(design not required) The City develops and maintains a Master Project Schedule for the project. No schedule submittal is required from Contractor. City's Project Control Specialist acquires any necessary schedule status data or information through discussions with the respective party on an as-needed basis. 2. Tier 2: Small Size and Short to Medium Duration Project The City develops and maintains a Master Project Schedule for the project. The Contractor identifies "start"and "finish"milestone dates on key elements of their work as agreed with the City's Project Manager at the kickoff of their work effort. The Contractor issues to the City,updates to the"start"and"finish" dates for such milestones at the end of each month throughout the life of their work on the project. 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration The City develops and maintains a Master Project Schedule for the project. The Contractor develops a Baseline Schedule and maintains the schedule of their respective scope of work on the project at a level of detail (generally Level 3) and in CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD SPECIFICATION Project No. 102300 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 alignment with the WBS structure in Section 1.4.H as agreed by the Project Manager. The Contractor issues to the City,updates of their respective schedule(Progress Schedule) at the end of each month throughout the life of their work on the project. C. Schedule Types Project delivery for the City utilizes two types of schedules as noted below. The City develops and maintains a Master Project Schedule as a"baseline" schedule and issue monthly updates to the City Project Manager(end of each month) as a"progress" schedule. The Contractor prepares and submits each schedule type to fulfill their contractual requirements. 1. Baseline Schedule The Contractor develops and submits to the City, an initial schedule for their scope of work in alignment with this specification. Once reviewed and accepted by the City, it becomes the"Baseline"schedule and is the basis against which all progress is measured. The baseline schedule will be updated when there is a change or addition to the scope of work impacting the duration of the work, and only after receipt of a duly authorized change order issued by the City. In the event progress is significantly behind schedule, the City's Project Manager may authorize an update to the baseline schedule to facilitate a more practical evaluation of progress. An example of a Baseline Schedule is provided in Specification 00 32 15.1 Construction Project Schedule Baseline Example. 2. Progress Schedule The Contractor updates their schedule at the end of each month to represent the progress achieved in the work which includes any impact from authorized changes in the work. The updated schedule must accurately reflect the current status of the work at that point in time and is referred to as the"Progress Schedule". The City's Project Manager and Project Control Specialist reviews and accepts each progress schedule. In the event a progress schedule is deemed not acceptable,the unacceptable issues are identified by the City within 5 working days and the Contractor must provide an acceptable progress schedule within 5 working days after receipt of non-acceptance notification. An example of a Progress Schedule is provided in Specification 00 32 15.2 Construction Project Schedule Progress Example. 1.4 CITY STANDARD SCHEDULE REQUIREMENTS The following is an overview of the methodology for developing and maintaining a schedule for delivery of a project. A. Schedule Framework The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. B. Schedule File Name CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD SPECIFICATION Project No. 102300 Revised JULY 20,2018 0032 15-0 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline(if a baseline schedule)or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number_Project Name_Baseline Example: 101376_North Montgomery Street HMAC_Baseline • Progress Schedule File Name Format: City Project Number_Project Name_YYYY-MM Example: 101376 North Montgomery Street HMAC_2018_01 • Project Schedule Progress Narrative File Name Format: City Project Number_Project Name_PN_YYYY-MM Example: 101376 North Montgomery Street HMAC_PN_2018_01 C. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones(later) • Street Lights (later) • Intersection Improvements(later) • Parks • Storm water • Street Maintenance • Traffic • Water D. Schedule Calendar The City's standard calendar for schedule development purposes is based on a 5-day workweek and accounts for the City's eight standard holidays (New Years,Martin Luther King, Memorial, Independence, Labor,Thanksgiving, day after Thanksgiving, Christmas). The Contractor will establish a schedule calendar as part of the schedule development process and provide to the Project Control Specialist as part of the basis for their schedule. Variations between the City's calendar and the Contractor's calendar must be resolved prior to the City's acceptance of their Baseline project schedule. E. WBS &Milestone Standards for Schedule Development The scope of work to be accomplished by the Contractor is represented in the schedule in the form of a Work Breakdown Structure(WBS). The WBS is the basis for the development of the schedule activities and shall be imbedded and depicted in the schedule. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD SPECIFICATION Project No. 102300 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 The following is a summary of the standards to be followed in preparing and maintaining a schedule for project delivery. 1. Contractor is required to utilize the City's WBS structure and respective project type template for"Construction" as shown in Section 1.4.1-1 below. Additional activities may be added to Levels 1 -4 to accommodate the needs of the organization executing the work. Specifically the Contractor will add activities under WBS XXXXXX.80.83 "Construction Execution"that delineates the activities associated with the various components of the work. 2. Contractor is required to adhere to the City's Standard Milestones as shown in Section 1.4.1 below. Contractor will include additional milestones representing intermediate deliverables as required to accurately reflect their scope of work. F. Schedule Activities Activities are the discrete elements of work that make up the schedule. They will be organized under the umbrella of the WBS. Activity descriptions should adequately describe the activity, and in some cases the extent of the activity. All activities are logically tied with a predecessor and a successor. The only exception to this rule is for "project start"and"project finish"milestones. The activity duration is based on the physical amount of work to be performed for the stated activity, with a maximum duration of 20 working days. If the work for any one activity exceeds 20 days,break that activity down incrementally to achieve this duration constraint. Any exception to this requires review and acceptance by the City's Project Control Specialist. G. Change Orders When a Change Order is issued by the City,the impact is incorporated into the previously accepted baseline schedule as an update, to clearly show impact to the project timeline. The Contractor submits this updated baseline schedule to the City for review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed,unless otherwise approved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workdays after the date of receipt of the approved Change Order. 3. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a new activity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. H. City's Work Breakdown Structure CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD SPECIFICATION Project No. 102300 Revised JULY 20,2018 0032 15-0 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design(30%) XXXXXX.30.30 Preliminary Design(60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits -Identification XXXXXX.30.60.20 Permits -Review/Approve XXXXXX.40 ROW& Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX.80.85 Inspection XX XXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX90.10 Construction Contract Close-out XXXXXX90.40 Design Contract Closure I. City's Standard Milestones The following milestone activities(i.e.,important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. Activity ID Activity Name Design 3020 Award Design Agreement 3040 Issue Notice To Proceed -Design Engineer 3100 Design Kick-off Meeting 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water& Sewer 3150 Peer Review Meeting/Design Review meeting(technical) 3160 Conduct Design Public Meeting#I (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 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD SPECIFICATION Project No. 102300 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 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 1.5 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. 1. Schedule Format The Contractor will submit each schedule in two electronic forms, one in native file format(.xer,.xm1,.ntpx)and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in.x1s or .xlsx format in compliance with the sample layout(See Specification 00 32 115.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total float. 2. Initial &Baseline Schedule The Contractor will develop their schedule for their scope of work and submit their initial schedule in electronic form(in the file formats noted above), in the City's document management system in the location dedicated for this purpose within ten wot-kdays of the Notice of Award. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD SPECIFICATION Project No. 102300 Revised JULY 20,2018 0032 15-0 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 The City's Project Manager and Project Control Specialist review this initial schedule to determine alignment with the City's Master Project Schedule, including format& WBS structure. Following the City's review, feedback is provided to the Contractor for their use in finalizing their initial schedule and issuing(within five workdays)their Baseline Schedule for final review and acceptance by the City. 3. Progress Schedule The Contractor will update and issue their project schedule(Progress Schedule)by the last day of each month throughout the life of their work on the project. The Progress Schedule is submitted in electronic form as noted above, in the City's document management system in the location dedicated for this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment of the update to the schedule. In the event data or information is missing or incomplete, the Project Controls Specialist communicates directly with the Contractor's scheduler for providing same. The Contractor re-submits the corrected Progress Schedule within S workdays, following the submittal process noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date • Baseline Finish Date • % Complete • Float • Activity Logic (dependencies) • Critical Path • Activities added or deleted • Expected Baseline Finish date • Variance to the Baseline Finish Date B. Monthly Construction Status Report The Contractor submits a written status report(referred to as a progress narrative) at the end of each month to accompany the Progress Schedule submittal, using the standard format provided in Specification 00 32 15.3 Construction Project Schedule Progress Narrative. The content of the Construction Project Schedule Progress Narrative should be concise and complete to: • Reflect the current status of the work for the reporting period (including actual activities started and/or completed during the reporting period) • Explain variances from the baseline on critical path activities • Explain any potential schedule conflicts or delays • Describe recovery plans where appropriate • Provide a summary forecast of the work to be achieved in the next reporting period. C. Submittal Process CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD SPECIFICATION Project No. 102300 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 • Schedules and Monthly Construction Status Reports are submitted in Buzzsaw following the steps outlined in Specification 00 32 15.4 Construction Project Schedule Submittal Process. • Once the project has been completed and Final Acceptance has been issued by the City,no further progress schedules or construction status reports are required from the Contractor. 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. The person preparing and revising the Contractor's Project Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the Contractor's scope of work. C. The Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] s 1.13 ATTACHMENTS Spec 00 32 15.1 Construction Project Schedule Baseline Example Spec 00 32 15.2 Construction Project Schedule Progress Example Spec 00 32 15.3 Construction Project Schedule Progress Narrative Spec 00 32 15.4 Construction Project Schedule Submittal Process PART 2- PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD SPECIFICATION Project No. 102300 Revised JULY 20,2018 0032 15-0 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD SPECIFICATION Project No. 102300 Revised JULY 20,2018 0035 13 CONFLICT OF INTEREST AFFIDAVIT paw IofI SECTION 00 3513 CONFLIC7 OF INTEREST S7ATEMENT 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 Secrdwy'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 exercises discretion in the planning, recommending, Selecting or contracting with a bidder, afferor or respondent is affiliated with your company,then a Local Government Officer Conflicts Disclusure Statement(CIS) may be required. You are urged to consult with counsel regarding the applicability of these farms and Local Government Cade Chapter 176 to your company. The r6erenced folTns may be downloaded from the links provided below. htips:l/www.ethic,s.state.tx.ijs/d,5ta/forms/conflict/CIU.pdf https Jlwww,eth i es,state.t x,u stdaWfomslconflict/CI 5.pd f CIQ Form is on file with City Secretary 0 CIQ Form is being provided to the City Secretary F :,/ CIS Farm does not apply El CIS Form is on File with City Secretary Q CIS harm is being provided to the City Secretary BIDDER: Company { (Please Frint) {' GJ ! Signature: Address Title: t51 CitylSta#e}Zip (Please Print) END Or SECTION CITY OF FORT WORTH WBtu and 3iateary Sewer Itep]nomleni ConlraC 2014,WSM-D STANDA[W CONSTRUCTION SPECIrICATION DOCUMENTS project No_ 1423flo navised Febneary 24.2020 0041 00 BID FORM Page 1 of 10 SECTION 00 4100 BID FORM TO: The Purchasing Manager C/o:The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: Water and Sanitary Sewer Replacement Contract 2019, WSM-D City Project No.: 102300 Units/Sections: Unit I -Water Improvements Unit II -Sanitary Sewer Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt,fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice"means an intentional misrepresentation of facts made(a)to influence the bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels, or(c)to deprive City of the benefits of free and open competition. c. "collusive practice"means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.102300 Form Revised March 9,2020 00 41 00 Bid Proposal Workbook 102300 W&SS Repl Contract 2019,WSM-D.xls W4100 BID FORM Page 2 of 10 d. "coercive practice"means harming or threatening to harm,directly or indirectly, persons or their property to influence their participation in the biddIV process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following Work types must be performed only by prequalified Contractors and subcontractors; a. Water Distribntlon, Urban and Renewal, 12-inch diameter and smaller b. Water Transmission, Urbankene al,24-inches and smaller c. 5 awe r Collection System, lJrbanlRenewal, $inches and smaller 4. Time aF Completion 4.1. The Work will be Complete for Final Acceptance Within -541D 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 (hu Work{and/or achievemant of Milestones}within the times specified in the Agreement. S. 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 Pond, Section 00 43 13 Issued by a surety meeting the requirements of Paragraph 5.D1 of the General Gonditlons, c, PropDsal 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. Prequaliflcation Statement, Section 00 4512 g- Conflict of Interest Statement, Section 00 35 13 'if necessary, CIO or CIS forms are to be provided directly to City Secretary h, Any additional documents that may be required by Section 12 of the Instructicns to Bidders B. 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, ploase ohter the total bid amuunt for this project. Only this figure will be read publicly by the City at#lie bid opening. CITY OF FORT WORTR Water and Sanllary Sawor Rekloc*ment CDr1Uact 2019,WSM-0 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ProlcctNo.102200 rams Revised March 9r 2020 00 Al 00 gid Proposal Workboott 1MOO W 8 SS Rapt Contraal2019,WSM-Dads K 41 00 Rid FORM pap 3#i 90 �. 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 madifrcation by multiplying the unit hid prices for each pay item by the respective estimated quantities shown in this proposai and then totaling all of the axtended arnounts. Total Bid ' 68- , OW,� o 7. Bid Submittal This Bid is submitted on May B,2021 by the entity named below. Respectfully submitted, Recelpt Is acknowledged of the Initial following Addenda: BY: L- Addendum No. 1: TSS i Signa AddendiH : Addundun �zS: Veresa S Skelly Adde�4t (Printed Name) Title: President Company: William J Scht*7 Inc dta.Circle C Construction Compa Corporate Seal: Address; PO Box 40328 Fnrt Worth, Texas 76140 State of Incorporatlon: 'texas Email Lakallyacirclecaonstroction.corn Phone: 817-293-1863 FND OF SECTION CITY OF FORT WORTH Water and Sanlrory SBwer Rsplacernenr Contract 2019,WSM-D STANDARD CONSTRUCTtQN SPECIFICATION DOCUMENTS Prged Na.102100 Form Revised March Q,2020 00 41 00 Bid Proposal workbook 102300 W&SS Repl Corftcl2ols,W5M-o_uts Addendum 91 004241 um PRDYGSAL PBjc IRar4 SEC11UN 004243 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project 11rm[nrgnllgei0a Ji dderm Pmpdsm hum Na. BsdlNoltem Descri l;on 4pccir--tiou Unilof Bid P SalianNa. Ml3surc unilFrice Bijvuluc QNeneity CITY OF R4RT%N0 RT11 WATER KPARTMENT 1YATER AND SA71[TARV 5UVER RRPLACEMENT COYTRACT 2012,WSM1-p CITY PROS,NO,102300 UNIT I•_WATER 1 3311.0864 24"PVC 6900 Water Pipe(Restrained Joints) 3311 12 LF 390 $250.00 $97,500.00 2 3311.0665 24"PVC C900 Water Pipe,CS3 Backflll(Restrained 11 12 LF 80 $326.00 $19,600.00 JW r€tS} 3 33M0054 24"DIP WaW(Resiralned JDlnts) 3311 10 LF 30 i250A0 S7,600.60 4 3311OHI 16"PVC C90DWsWPIpe 331112 LF 280E $175„OD $491.400.00 5 3311.0562 16"PVG C800 Willer Pike.CSS Braclsf li 33 11 12 LF 129 $225AD $29.025.00 6 3311.0564 16"PVC C900Woler Pipe}(RestreInod Jal.ils} 3311 12 LF' 1662 322$.00 $41$,700.00 7 3311101666 16-'PVC C900 Water Pip a,CSS Backfll{Restrained 3311 12 LF 81 $250,00 $2U,250.00 Jalnts) 8 3311.0551 1w DIP WalaF 3311 10 LF 30 $226 OD $8,750.00 9 3311!tNG1 12"PVC COOD Vdater Pipe 33 11 12 F 940 $185.00 $52,900.00 10 3311.0451 12 WP Water 33 11 14 IF 50 $135.00 $1},26Q.00 11 3311.0261 $"PVC 0000 Water Pipe 39 11 12 LF 1560 $90.00 5142,200,00 12 8311.0262 8"PVCC9D0 Walar Pipe.CSS SackFnll 331112 LP 70 $150,D0 $10.600,00 13 3311.10251 8"CIP Water 331110 LF 330 $125,011 $41,260.00 1-0 3311,0161 $"PVC Water Pipe 331112 LF 120 $85.00 $'i0,204,0p 15 0171,010D Consiruellon Staking 01 71 23 LE 1 $25,000.0 $251000.00 16 0171.0102 Red Line As-Buhl Survey Di 7123 LS 1 5i5,000.00 $15,QQ0,00 17 0241.1601 Water Line Grouling(12`and smaller) 02 411114 CY 20 $20,40 S5,044.40 15 0241.101 Water Linn_Grouting(IV'and lsrger 0_24114 CY 310 $250,0D $77,500.00 19 0241.1017 Remove 18"Wafer Line 0241 14 LF 50 $25.00 $1,251).D0 20 D241-120710"WalerAbandonmeMPlug 024114 EA 3 $11I1D0,'o $3,000m 21 0241,120g 24"Wow AbandonmenlPlug 024114 EA 2 $1,600.00 53,000.00 22 0341A218 4"-12`WaterAhaneniment Mug 0241 14 EA 8 g1,0oa.00 S8,060.80 23 0241.134Y Salvage(r WMw Valve 02 41 14 EA i_7 j2513.00 44.250.00 24 0241.1$-0$ Selvage8"Wafer Valve 0241 114 EA 7 $25D,00 $1,75D.00 78 0241.1'.J£0 Salvage 10"Water Valve 0241 14 EA d $350 00 $1,404.00 29 0241.1352 salvage 18"Water Valve 0241 14 EA s $1,5tifl.Do 34,W0,00 27 0241.1353 Salvage 20'Water Valve 0241 14 EA 1 $2,000.00 $2,000,00 28 0241.1354 salvage 24"Water Valve 0241 14 EA 1 $2,040.40 $`1,400.GU 29 D241.1402 Abandon$"Water Valve 02 41 14 EA 8 $150,00 MAD 30 0241.1405 Abandon 12'Water Valve 0241 14 EA 3 $2W.DD $750.00 31 G241.1407 Abandon Is'water Valve 024114 EA 1 $1,500,00 51.50U.00 32 0241.1510 Salvne Fire Hydrant OF 41 14 EA 8 380o,00 $6,400.00 33 0241.1802 Remove Cbnrnmta Water Ifault 024114 EA 1 $2,500.00 $2,500,00 34 3110.9999 Remove,and Transplant Trees aad Bush os(All Sixes) 31 10 00 EA 25 $500.00 $12,500.00 35 3125.0101 S_WPPP x 1 Acre 3126 DO LS 1 $25,000.00 $26,000,00 36 3201 A111 4'Wide Asphalt Pvml keepalr„Realde_nllal 3201 17 LF 420 $60-00 $25,200.DD 31 920 72 5"W1d8 AephaO PvMI Repa€r, Residential 3_20_1 17 LF 8o $70.00 $4X0.00 3$ 3201.0114 7'Wlde Aephall Pvmt R-apalr, Ree>Idantlal 3201 17 LF 10 390.OD 111900.00 39 3201.0201 Asphail Pvmt Repair Beyond Dtdinud Nlldth, g2 01 17 SY 200 $35.00 $7,000.00 Residenllar 44 3201 A400 Temporary Asphali Paying Repair(2"HMAC on 6"Flex 3201 16 LF 4040 $25.00 5116,200.00 Base) CITYOFFORTWOPIr}I W�urand S3nGsyS1 aeyrirm,ae Conl�d am NShbQ STANTMnMNSTRUCTIGNSPECIFICA-M a09-MONTg ProMNB,192Wo Fem At LMd3m NM 9N P."pp6ge 10=)00 W Q SS fml Comryq 2gQ✓g,}Y¢M•U=lyddN I,Ids Addendum#1 004243 BID PROPOSAL Page 2R of 4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Item No. Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity Unit Price Bid Value 41 3201.0614 9"Conc Pvmt Repair,Residential 3201 17 SY 310 $95.00 $29,450.00 42 3213.0311 4"Conc Sidewalk,Adjacent to Curb 32 13 20 SF 30 $25.00 $760.00 43 3216.0101 6"Conc Curb and Gutter 32 1613 LF 30 $85.00 $2,550.00 44 3216.0301 9"Conc Valley Gutter,Residential 32 16 13 SY 770 $85.00 $65,450.00 45 3217.0001 4"SLD Pvmt Marking HAS(W) 32 1723, LF 100 $5.00 $500.00 46 3217.0003 4"BRK Pvmt Marking HAS(W) 32 17 23 LF 1350 $5.00 $6,750.00 47 3217.0201 8"SLD Pvmt Marking HAS(W) 32 17 23 LF 200 $8.00 $1,600.00 48 3217,0501 24"SLD Pvmt Marking HAE(W) 32 17 23 LF 450 $15.00 $6,750.00 49 3217.1002 Lane Legend Arrow 32 17 23 EA 1 $1,200.00 $1,200.00 50 3217.2001 Raised Marker TY W 32 17 23 EA 40 $15.00 $600.00 51 3217.9999 Triangular Yield Line 32 17 23 LF 70 $15.00 $1,050.00 52 3292.0100 Block Sod Placement 32 92 13 SY 8400 $10.00 $84,000.00 53 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 42 $1,000.00 $42,000.00 54 3304.0101 Temporary Water Services 33 04 30 LS 1 $85,000.00 $85,000.00 55 3305.0109 Trench Safety - _ 33 0510 LF 8100 $1.00 $81100.00 56 3305.0203 Imported Embedment/Backfill,CLSM,As Directed by 33 05 10 CY 200 $250.00 $50,000.00 the Inspector 57 3305.0207 Imported Embedment/Backfill,Select Fill,As Directed 33 05 10 CY 400 $35,00 $14,000.00 by the Inspector 58 3311.00 11 Ductile Iron Water Fittings 3311 11 TN 11 $15,000.00 $165,000.00 59 3312.0001 Fire Hydrant Assembly 33 12 40 EA 10 $4,500.00 $45,000.00 - --- ---- ----- - -- -- ----- - - - ---- --- - 60 9999.0000 Connection to Existing 18"Water Main(Material 33 12 25 EA 1 $5,000.00 $5,000.00 Unknown) 61 3312.0107 Connection to Existing 20"Cast Iron Water Main 331226 EA 1 $8,500.00 $8,500.00 62 3312.0108 Connection to Existing 24"Water Main(Cast Iron, 33 12 25 EA 5 $8,500.00 $42,500.00 Ductile Iron and/or Concrete) 63 3312.0117 Connection to Existing 4"-12"Water Main 33 12 25 EA 27 $2,500.00 $67,500.00 64 3312.1002 2"Combination Air Valve Assembly for Water 33 12 30 EA 2 $12,500.00 $25,000.00 j 65 3312.2003 1"Water Service 33 12 10 EA 5 $21500.00 $12,500.00 66 3312.3002 6"Gale Valve 33 12 20 EA 10 $1,200.00 $12,000.00 67 3312.3003 8"Gate Valve 33 12 20 EA 42 $1,400.00 $58,800.00 68 3312.3005 12"Gate Valve 33 12 20 EA 9 $2,500.00 $22,500.00 69 3312.3006 16"Gate Valve w/Vault _ 33 12 20 EA 7 $15,000.00 $105,000.00 70 3312.3008 24"Gate Valve w/Vault 33 12 20 EA 3 $35,000.00 $105,000.00 71 3312.9999 24"Gate Valve In Existing Vault 33 12 20 EA 1 $25,000.00 $25,000.00 72 3312.6002 6"Blow Off Valve 33 12 60 EA 1 $8,600.00 $8,600.00 --- --- ---- --- - - -- -- ---.. -- ---- - - -. _ ___- 73 3311.0242 8"PVC(C900 DR14)(Sewer Pipe),CSS Backfill 3311 12 LF 160 $250.00 $40,000.00 74 3311.0442 12 PVG(C900 DR14)(Sewer Pipe),CSS Backflil 3311 12 LF 20 $250.00 $5,000.00 75 3441.4110 Remove and Reinstall Sign Panel and Post 34 41 30 EA 9 $1,500.00 $13,500.00 76 3471.0001 Traffic Control 3471 13 MO 18 $5,500.00 $99,000.00 77 3471.0002 Portable Message Sign 3471 13 WK 78 $200.00 $15,600.00 78 3471.0003 Traffic Control Details 3471 13 LS 1 $2,500.00 $2,500.00 79 9999.0000 Permanent Paving Repair(2"HMAC on 12'Reinforced 3201 29 SY 5850 $115.00 $672,750.00 Concrete) Miscellaneous Allowance for Irrigation,Sprinkler 80 9999.0000 Systems Removal&Replacement LS 1 $15,000.00 $15,000.00 81 9999.0000 Construction Allowance LS 1 $150,000.00 $150,000.00 CITY OF FORT NORTH Water and Sanitary Sewer Replacement Contract 2019,WSM•D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.102300 Forth Revised 20120120 Bid Proposal 102300 W&SS Rep]Contact 2019,WSM•D.Add PI.xts Addcnduln 91 90.62 0 11 t PROPOSAL P41r3Rlr4 SECTIGN 0 42 43 PROPOSAL FORE UNIT PRICE BID Bidder's Application FfnjreF JIM Influip[iti0B Bidjefs I'rolwral 11dm IND. Bidliel lirm 17rsodpiion SAe�ifcalian U161 of Bid Ufat Prkt, 81d Villas Na. sWiauNo. Measure QuanWy 02 9999,0000 Guard Flail Repair _ Tx40T 540 LF cc $125.00 117,900.00 SU13TCTAL UNIT I IND $$.854,42G.00 UNIT ll-SEWER _ 1 3311.0261 W PVC(C900 DR 14)(Sewer Pipe) 33 11 12 LF 080 $135.00 $132,300,00 2 3:311-02$2 8`PVC(C900 DR 14)(Sewer Plpe),CS BackFill $311 12 LF 120 $200,00 $24,000.00 3 3931.4115 6'Sewer Pipe PVC(SCR 26)ASTM 0 313N $$3120 LF 5761 $t 35.i70 $777,735.00 4 3331.41110 $'GIP Sewer Pipe WIh Proteclo 401 L.ning 33 11 10 LF 450 $200.00 $00,000.00 5 3331 4120 8"DIP Sewer Pipe wllh Pfoloclo 101 Lining,CS5 33 11 10 LF 170 $225.00 $38.260.110 6ackrill B 0171.0101 Conslructlon Stalking 017123 LS 1 $12,50.0D 312,15Uaa10 7 0171.0102 Red Line Ais-Bui'l Survey 01 7123 LS 11 312,5=00 $12,500,00 $ 02412001 S"lary Lida Grouling 02 41 14 CY iG 5250.00 $Z5130.00 B Rii.2103 8"Sewer Aban_donmant Plug 024114 FA 4 '1,500.00 50,fl00.0D 10 3359.1001 4'Manhole 33 39,10, EA 29 $5,51)OAO $159,50DX0 33 39 20 33 39 10, 11 3336,1003 4'Exlre aeplh Manhole 33 39 20 VP 27 $160.00 $4,060,00 12 3301,0101 Manhole Vacuum Tesling 33 01 3D EA 29 $15f1,00 $4,860r010 13 3339,0001 Epouy ManWe Liner 33 39 6D VF 54 3350.0D $1B,900.00 14 SSM0107 Manhole AdfuplrngKMinor 330514 EA 1 $2,5DDA0 $2�0 16 0241.2201 Remove 4'Sewer Manhole 0241 14 EA 15 $1,20D.CO $1a,000.00 16 0241.5001 Abandon Manhole 024114 EA 2 ;1„2p0,00 $2,400.0_0 17 0330.0001 Concrete Enem Sewer Pipe 03 30 OD CY 25 $750,00 $6.250.04 18 3125.0101 SWPPP�1 Acre 31 25 00 LS 1 $6,500-00 $5,500.00 19 3M1.0112 5'Wlde Asphalt Pumi Repair, ResidanllAl 3201 17 LF 140 $65.00 $0,100.r}0 20 3201.0201 Asphalt Pvmi Repair Beyond Defined Width, 32 01 17 SY 50 $35.00 $1.750.00 Resldenlial 21 3201.0400 Tempoia ry Asphall.Paving Repair(2"HMAC un 6"Flex 3201 18 LF 1406 $25.00 $35,150.00 Base) 22 3213.0101 5"Conc Pvmt(Allayforive Appraac3l) 32 13 20 SY 12D $8U0 $10,200.00 23 3213,0301 4"Conc Sidewalk 32 13 20 SF 80 525.00 S1,500,10D 24 3216.0301 9'Cwo Volley Gutier,ReslderMal 321613 SY $0 $05.00 $5,10D,pp 25 3217.0003 4"8RK Pvmt Marking HAS(W) 32 17 23 LF 650 $5.00 $3,25D,00 26 3217.2001 Raised Marker TY W 32 17 23 EA 20 $10.00 $20100 27 3292.0100 Black Sod Placement 229213 SY 332 $10.00 $3,320.00 26 3301.0001 Pre-CCTV Inspecllon 3301 31 LF 1000 $5.00 $5,000.06 20 301.0002 Post-CCTV Inspecllon 3301 31 LF 7431 $5.00 $3T,155.01} 30 3305.0103 Explaralory Excavation of Exlsling Utilities 33 05 30 EA 6 51,000.00 50.00u.00 31 3305.0109 Trench Safety 330510 LF 7431 $1.00 S7,431.00 32 3305.0112 Concrete Collar 33 05 17 EA 29 $450-00 $13,080.00 33 3305.0117 i 66 Enossament far Ulillly Plpo3(Nol Already Shawn 33 05 10 CY 25 $250.00 S0,250.00 on drawings) 34 3331X01 4'Sewer Service 33 31160 EA 227 $1,500.00 $340,500,00 35 3471.0001 Tralf c Control 3471 13 NO 12 $2,500.00 $30,000-00 36 3471.MD2 Pnrlable Massage Sign 347113 WK 52 $160.00 $7,800.00 tISV OF FORT WOUH U+zn and 3anliry 3-Repl,pge W pnlne ship,W&J.D STANn Anu CM STRIJIMM SPECIFICATIM nOrLPNIFNT3 Frojca No-.I623DO rt,m,Rvbrd WIN1 s0 Bid rWont I MOW A ag Rtpl Cw"cj 2019,WSM-B.Add 11I AIs Addcndum YJ 04241 II I PROR)YAI. or 4 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Pm;ecLkDID kfprmalign Wddces Proposal BidlislI(Cm 5yc6floliwa UnilOf Bid Itrrn No. �¢ ❑escryolioul Sutian Nick. Measure QumNsy Wit PrJce Bid'Value 37 9999.0000 Permanent Paving Repair(2"fih4AC on 12"Reinforced Cancrele) 320120 SY 1930 $115.00 $221,950.00 30 9999.000 Trench Cut Repsir for Gravel AAey,2.5"Ggaval Dsplh, 99$9 01 $Y 1125 63500 $39,375.00 As DireaW by the Inap"tor 39 HMO= Cflnetru0nin Allowance LS 1 $'FDD,OGO.OD SiD0,000,00 40 3211,0113 V Fiaxible Dase,Type A.OR-1 921123 SY 481 $35.00 $16,835.00 ' 41 3110.0102 &'.12`Tree F wwval 31 1R D0 EA 1 $500.00 06-0-- O 42 31104103 12'-18'Tfee Removal 31 10 4Q EA 1 $1,000.00 $1,000.00 43 3110.0104 W-24" Tree RaTriml 31 10 00 EA 1 S1,500.0D ,kb—.Go 44 3231.0123 6 Chgln Llfrk,Altimi m 32 31 13 LF 110 $25,00 $2.750.00 45 3231,0123 Melal Fandnp _ _ 32 31 13 LF Ion M&OD $3,500.101Q 46 3431.4003 FurnMOInsta_N Alum$fqn r3rauod Mount CVy SW 34 41 30 EA 1 $i.1-5 OR-0 0 $_3,5A0.00 47 3471.0003 TrarRCCpnlfwyl Details - - 347113 LS 1 32,50D,00 $2X0.00 -- — SUBTOTAL UNIT 11 BID $Tx 3 ,401.04 Pid SunImaq SUBTOTAL VNIT I Bib $3,85D,025.gq USTOTAL UNIT a Bia $2,239,401,g0 Taral AmDUnt MIS{Un1lI&Unit HIT $s6,089,426,D0 END OF SECTION I I I CITL'OF FORT W0IkTI{ W�Ia xnd9�dlxgSree Rephoennt[aMrwd I613,W51!-D STAMOAPM CONSTRIICTJON SPECTI ICATION DOCUMENTS P,01ai1Va I01309 Fo nTt i,rd7U12d124 Wd Pmwd I8}30DWd SS Ptpl CmIrbd2K9,W5AS-D,Addfl.xls MERCHANTS BONDING COMPANY,, MJERCH ANTS BONDING COWANY(MUTUAL) r,O. BoX 14498. DES MOINES. IOWA 50306-3498 Pvow: (800)678-8171 FAXi (513) 243-3854 BID BOND PUBLIC WORK Bond No, NYA KNOVi1 ALL PERSONS BY THESE PRESENTS: That V4 JNam J.Suhulta, Inc.dba Circle C Construction Company,P. a. Box 40328,_Fort Worth, TX 76140 (hereinafter called the Principal)as Principal, and the Merchants Bonding company(Mutual) (hereinafter called Surety), as Surety, are held and firmly bound to City of Fort Worth. 1000 Throckmorton Street, Fort Worth,Texas 76102 (hereinafter called the Obligee)in the full and just sum of( 5%of Greatest Amount Bid } Five Per Cent of Greatest Amount Bid _--- Dollars goad and lawfu€money of the United States of America, to the payment of which sum of money well and truly to be made, the Principal and Surety bind thernselves, their heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. Signed and dated this CEh day of May 2021 THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to the Principal for Construction of Water and Sanitary Sever RcpIacerrlcat Ccntract 2019, WSM-D City project No. 102300 according to the terms of the proposal or bid made by the Prindpal therefore, and the Principal shall duly mate and eater irate a contract with the Obligee in at curd ahce with the terms of said proposal or bid and award, and shall give bond far the faithfuI performance thereof with the Merchants Bunding_Company(Mutual) , as Surety, or with other Surety or Sureties approved by the Obligee; or if the Principal shall, an case of failure to do so, pay to the Obligee the damages which the Obligee may suffer by reason of such failure, not exceeding the penalty of this bDnd, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect. IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be duly signed and sealed. Witness: William J. 5chul47,Inc.dba Circle C Construction CuuapaU Principal By Teresa S.4K[uttosn, Skelly resident Witness utely, kkttBB Mt-iruhanny(M X rt John A. Miller Y 5hoizaey-in- t CON 0333(2115) MERCHANIS BONDfNG COMPANY',,, POWER F ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING,INC., both being corporations of the State of Iowa(herein collectively called the"Companies")do hereby make,constitute and appoint,individually, John A Miller;John R Stockton;Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding,Inc.,on October 16,2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company,and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only,it is agreed that the power and aut hority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 11th day of February 2020 P.it0N4 °°G•°° °•�o�`��LPf1,9A9•o MERCHANTS BONDING COMPANY(MUTUAL) h;'G �''• ° C, 9�.'1°�° MERCHANTS NATIONAL BONDING, INC. -O- ate Q-� ` -0- ; e 2003 1933a By ;cam° '•.�1/ � •'`��.� °°°� .f1.. `1•°° President STATE OF IOWA " ... COUNTY OF DALLAS ss. On this 11th day of February 2020 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies;and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. �PRtaL s POLLY MASON o v Commission Number 750576 °00, My Commission Expires ° January 07, 2023 ONIP ry Notary Public (Expiration of notary's commission does not invalidate this instrument) I,William Warner,Jr.,Secretary of MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING,INC.,do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 6th day of May, 2021. "x 2003 y'~ 1933 : i; Secretary POA 0018 (1/20) " "..•..• °°°°°°°° ERC TS BONDING COMPANY, MERCHANTS [BONDING COMPANY(MUTUAL.) - MERCHANTS NATIONAL. BONDING, INC. P.O. Box 14498 , DES MOINES, IOWA 50306-3498 , (800)678-8171 - (S15)243-3854 FAX Please send all notices of claim on this bond to: Merchants Bonding Company (Mutual) /Merchants National Bonding, Inc. P.O. Box 14498 Des Moines, Iowa 50306-3498 (515) 243-8171 (800) 678-8171 Physical Address: 6700 Westown Parkway, West Des Moines, Iowa 50266 SUP 0073 TX (2/15) O4 43 37 VEN40RCOMPLIANCE TO STATE LAW Page 9 of 10 SECT110N 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2262 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 (cut-of-state contractors whose corporate offices or principal place of business are outside the State cf 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 irk order for your bid tc meet specifications.The failure of nonresident bidders to do so will automatically disqualify that bidder. resident bidders must check the box in Section 8. A. Nonresident bidders in the State of ,State Here or Blank , our principal place of business, are required to be 1% Here percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of State Here or Blank , our principal place of business, are not required to underbid resident bidders, B. The principal place of business of ur corn pany or our parent compeny or majority owner is in the State of Texas, 9 BIDDER: William J Schultz Inc dba Circle C Construction By: Teresa S Skelly Company PO Box 40328 �-t- �. (Signatu FortWorth,Texas 76140 Title. President Date: J- -zeZ I 1KNI)010 SPCrFJO t GhTY OF FORT WORTH Walar and Sanitary Sewer Replacement CDMart 21319r w54A-D STANDARD CONSTRUCTION 9PECIFICATION DOCUMENTS Project Na.102300 Form Revised 20110027 00 4100 130 Proposal Workbook 102300 W&SS RQpl Cordwl 2019.VVSM-D.xls 004511 -1 BIDDERS PREQUALIFICATIONS Pagel of 3 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 1. Summary. All contractors are required to be prequalified by the City prior to submitting bids. To be eligible to bid the contractor 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, Bidder Prequalification Application in accordance with the requirements below. The prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. The information must be submitted seven(7)days prior to the date of the opening of bids. For example, a contractor wishing to submit bids on projects to be opened on the 7th of April must file the information by the 31st day of March in order to bid on these projects. In order to expedite and 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, 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. Prequalification 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 Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.102300 Revised July 1,2011 0045 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 Prequalifcation Application. A Bidder Prequalification Application must be submitted along with audited or reviewed financial statements by firms wishing to be eligible to bid on all classes of construction and maintenance projects. Incomplete Applications will be rejected. (1) In those schedules where there is nothing to report, the notation of "None"or"N/A"should be inserted. (2) A minimum of five(5)references of related work must be provided. (3) Submission of an equipment schedule which indicates equipment under the control of the Contractor and which is related to the type of work for which the Contactor is seeking prequalification. The schedule must include the manufacturer, model and general common description of each piece of equipment. Abbreviations or means of describing equipment other than provided above will not be accepted. 3. Eligibility to Bid 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 Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. END OF SECTION i i CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 004512 BID FORM Page 1 a of 10 SECTION 00 45 12 PREOUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors arldJar subcontractors wham they Intend to utilize for the major work type(s)listed. Major Work Type Contractur(Subcentractor Company Fume Prequalification Expiration Date Water Distribution, Urban and Renewal, 12,inch diameter and Circle C Construction 4130/2022 smaller Water Transmission, Urban/Renewal, 24-fiches and Circle C Construction 43012022 smaller -Sewer Collection System, Urban/Renewal. 8-inches and Circle C Construction 413W2022 smaller Company Name Here.or spate Date Here or spare I i The undersigned hereby certifies that the contractors andlor subcontractors described in the table above are currently prequalifed for the worm types fisted. BIDDER. William J Schultz Inc dba Circle C Construction By: Teresa S Skelly Gornpany PO Box 40328 :• � (signature) Fort Worth,Texas 76140 Title: President Date: O END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement CQnlract 2419,WSM-D STANDARD CONSTRUCTION SPECIFICATION DCCUMENTS Project No.102300 Form Revised 20120120 G441 00 Bid Proposal Workbook 102300 VV$,SS Rapt Contract 2019,WSM-0.xls 0045 13 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. 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 CCTV,42-inches and smaller CCTV,48-inches and smaller CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,2020 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED 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 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,2020 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 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 elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER *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 Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,2020 0045 13 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? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY 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 Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,2020 0045 13 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. Individuals authorized to sign for Partnership Officers or Managers(with titles, if any) Except for limited partners,the individuals listed in 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 E grants this authority. G CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,2020 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ TOTAL BALANCESHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 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 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. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,2020 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF 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 parry 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 Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,2020 00 45 2G-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended,Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 102300. Contractor further certifies that,pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of comptiance with 8 worker's compensation coverage. 9 10 CONTRACTOR, 12c!t By: .s' r 13 Company (Please Print) 15 A0 Sao- s'�.:F29 Signature: / c 16 Acidness 17 i8 Irer s' 7, �e Title; rsys . 19 Oity/State/zip - — (Please Print) 20 21 aY MICHELE S I.ANKFOKD 22 THE STATE OF TEXAS °e,% Nplary Pubtic 23 +; ;x S CAr1?OF T5}CAS 24 COUNTY OF TARRANT �' f �+� tClotan�to#i135eas,2 p'�'� COMM.Eyp.p{iobar T.2[}23 25 26 BEFORE ME, the undersigned authority, on this day personally appeared 27 Te-,-�_5-=2z-:310.4 tt.l , known to me to be the person whose name is 28 subscribed to the fo�, nstrument, and acknowledged to me that he/she executed the saine as 29 the act and deed of 1/yr j 0- for the purposes and stated.30 consideration therein expressed and in the capacity therein 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 33 , 24 34 35 36 37 Notary Public in and for the St of Texas 3 39 END OF SECTION 40 CITY OF FORT WCRTH Water and Sanitary Sewer Replacenient Contract 2019,WSM•D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.102300 Revised July 1,2011 00 45 40-1 Badws.FquiryOrdinancc Specifications Page I of 2 1 SECTION 00 45 40 2 TEMPORARY REVISION COVID-19 3 Business Equity Specifications 4 [Text in Blue is for information or pridance. Remove all Slue text in The project final document] 5 IThis dorianent is ro he printed an "pink"paper-in its final form] 6 APPLICATION OF POLICY 7 If the total dollar value of the contract is greater than $100,000, then a Business Equity goal is applicable, S A Business Equity Firms refers to certified Minority-, andlor Women-, owned Business Enterprises 9 (11r JWBI+). 10 I l POLICY STATEMENT 12 It is the policy of the City of Fart Worth to ensure the full and equitable participation of Business Equity 13 Firms when applicable, in the procurement of all goods and services. All requirements and regulations 14 stated in the City's current Business Equity Ordinance No,24534-11-2020 apply to this bid. 15 16 MBE PROJECT GOALS l7 The Cily's M/WBE goal on this project is 16% of the total bid value of the contract (Base laid applies to IS Parks and Community Services). 19 20 COMPLIANCE TO BID SPECIFICATIONS 21 On City contracts $100,000 or more where a Business Equity Goal is applied, offerors are required to 22 comply with the intent of the City's Business Equity Ordinance by meeting or exceeding the above stated 23 goal through one of the following methods. 1. Business Equity subcontracting participation, or; 2. 24 Commercial useful function services perrarmed by the Business Equity Prime to count towards the 25 goal, or; 3. Combination of Business Equity Prime services and Business Equity subcontracting 26 participation, or; 4. Business Equity Joint Venture participation, or; S. Good Faith Effort 27 documentation, or; 6. Prime Waiver documentation. 28 29 SUBMITTAL OF REQUIRED DOCUMENTATION 30 The Utilization Plan shall be due at the time specified hi the solicitation. The applicable documents must 31 be rcocived by the Purchasing Division, within the time allocated, in order for the entire bid to be 32 cansidered responsive to the specifications. The offerer shall EMAIL the Business Equity documentation 33 to the assigned City of Fort Worth Project Manager or Department Designee. Documents are to be 34 received no later than 2:00 p.m., on the second City business day after the bid opening date, 35 exclusive of the bid opening date. A faxed copy will not be accepted, 36 37 The Offeror must submit one of the following documentation-. 38 1. Utilization Farm, if the goal is suet or exceeded, 39 2. Good Faith Effort Form and Utilization Form, including supporting documentation, if 40 participation is less than stated goal,or no Business Equity participation is accomplished, 41 3. Prime Contractor Waiver Form, including supporting documentation, if the Offeror will perform 42 all subcontractingisupplier opportunities, 43 4. Joint Venture Form, if goal is met or exceeded with a Joint Venture. 44 'These forms can be found on-line at: 45 Business Equity Utilization Form 46 httys:flapps,fortwortlitexas. ov/PramectKesourceslResourcesP164°/20- 47 %20M BE/NEW°/`2OBusiness°1o20E ui# °/�200rdinancefBusiness%20E uit /n24[ltilization°1b24Form. 48 pdf CITY OF FORT WORTH Water and Sanitary Sewer Replau meat Contract 2019,WSM•D STANDARD CONSTRUCTION SPECMICATION DOCUMENTS Fm*i No.102300 Revised January 5.2021 0p4544)-2 Busincss Equily Ordinance Specifications Page 2 of 2 1 2 Business Equity Prime Contractor Waivcr Form 3 itittps1lapes=fortworthtexas. o� vlPtoiectResources/ResuureesP/601/020- 4 °1o2OM BEINE */D2.OBusiness%20E ui %20Ordinance/13u&iness°1o2OE uit %2OPrisne%2OContractor 5 %20 aiver.pdf fi 7 Business Equity Good Faith Effort Faun S iittps:}lapps.fortworthtexas,govlProicetResourccslRe.sourcesPJ60a/a20- 9 %20M WBBINEW%20 Bus ines,3%20Equity%200rdinancel$u sine ss1/u20Equity%20Go4Dd%20Faith%20Ef 10 fort%20Fonn,pdf 11 12 Business Equity Joint Venture Form 13 htt s,lla s.fortworthtexas. ovlPromectResources/ResourcesP/6Q%20- 14 °/920MWBEINEW%20 Bus]ness%20EquiLX%200rdi iance/Business%20Equity%24loint%2OVenture.pdf 15 16 17 I8 FAILURE TO COMPLY WITH THE CITY°S BUSINESS EQUITY ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NUN-RE5ONSIYE TO SPECIFICATIOhNS. 19 FAILURE TO SUBMIT THE REQUIRED BUSINESS EQUTIY DOCUMENTATION WILL RESULT IN 20 THE BID BEING CONSIDERED NUN-RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE VFAR.THREE FAILURES IN A FIVE 2 i YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 22 Any Questions, Please Contact The Business Equity Division at(8I7)392.-2674. 23 END OF SECTION 24 25 26 CITY OF FORT WORTH WalerHnd 5nn4ary Sewrr Replacement CnnirRo 2d19.WSM-D STANDAklo CONSTRUCTION SPECIFICATION DOCUMENTS Projecl No, 142300 Revised J mtary 5,2021 DO4541 -1 SMALL 3USINESS ENTEXPRt56 GOAL Page 1 of 2 1 SECTION 00 45 411 2 SMALL BUSINESS ENTERPRISE GOAL 3 [Text i►t Blue is for information or guidance. ReMove all Slue text rn the project f nal document] 4 [This document is to be prilued on "pink"paper in its f nal,farm) 5 APPLICATION OF POLICY 6 If the total dollar value of the contract is $50,000 or more, then a SBE subcontracting goal is 7 applicable. S 4 POLICY STATEMENT 10 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Small 11 Business Enterprises (SBE) in the procurement of all goods and services. All requirements and 12 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 13 14 SBE PROJECT COAL 15 The City's SBE goal on this project is <Insert project goad uerceniage-? of the base hid (Base bid 16 applies ro Parks and Community Services). 17 is Note.- If both MBE and SBE subcontraeting goals are established for this project, then an 19 Offeror must submit both a MBE Utilization Form and a SBE Utilization Fin-in to be deemed 20 responsive. 21 22 COMPLIANCE TO BID SPECIFICATIONS 23 On City contracts $50,000 or more where a SBE subcontracting goal is applied Offerors are required 24 to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the 25 following: 26 1. Meet or exceed the above stated SBE goal through SBE subcontracting participation,or 27 2. Meet or exceed the above stated SBF goal through SHE Joint Venture participation,or 28 3. Good Faith Effort documentation,or; 29 4. Prime Waiver documentation. M 31 SUBMITTAL OF REQUIRED DOCUMENTATION 32 The applicable documents must be received by the Purchase Division, within the following tunes 33 allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror 34 shall deliver the SBE documentation in person to the appropriate employee of the purchasing 35 division and obtain a date/time receipt. Such receipt shall be evidence that the City received the :36 documentation in the time allocated. A faxed and/or emailed cu will not be accepted. 1, Subeontraetar Utilization Form, if goal is received no later than 2:00 p.m,on the second City lousiness tnet or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faits/ Effort and Subcontractor received no later than 2:00 p.m., on the second City business Utilization Form,ifparticipation is less than days after the bid opening date, exclusive of the bid opening statedgoal: date. 3. Good Faith Effort and Subcontractor received na later than 2:00 p.m., oti the second City business Utilization Form,if no MHE participation: days after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form,if firm received no later than 2:00 p.m., on the second City business Will perform all subountractinglsupplier work: days after the bid opening date, exclusive of the bid opening date. 37 MY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2e 19,W5M-D STANDARD CONSTRUCTION 5P8C1FICATION DOCULIFNTS Project No. 1023UU Revised June 9,2015 004541 -2 SMALL BUSINESS ENTERPRISE GOAL Page 2 of 2 1 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business exceeded: days after the bid opening date, exclusive of the bid opening date. 2 3 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE 4 ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO 5 SPECIFICATIONS. 6 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN 7 THE BID BEING CONSIDERED NON-RESPONSIVE. A SECOND FAILURE WILL 8 RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. 9 THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A 10 DISQUALIFICATION PERIOD OF THREE YEARS. 11 Any questions,please contact the M/WBE Office at(817) 212-2674 12 13 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised June 9,2015 00 52 43-1 Agreement Page I of,7 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on p6/22/21, 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,WiWam J. Schultz;Inc. dba Circle:.C.Construction Gam>iant authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor may jointly be referred to as Parties. City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1.WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2.PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: W� ater and Sanitary Sewer Reolacement Contract 2012 WSM D. Cit PRiecrNo,-10230D Article 3.CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount,in current funds,of Six Milliom Ejght -Nine Thausandw Four Hundred, Twenr�-Six Dollars($6 089,426A0). Contract price may be adjusted by change orders duly authorized by the Parties. Article 4. CONTRACT TIME 4.1 Substantial Completion and Final Acceptance. The Work shall be substantially complete within 650 days after the date when the Contract Time commences to run, as provided in Paragraph 2.02 of the General Conditions,plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 4.2 Liquidated Damages Contractor recognizes that time is of the essence for completion of Milestones, if any, and to achieve Final Acceptance.of the Work and City and the public will suffer from loss of use if the Work is not completed within the time(s)specified in Paragraph 4:1 above.The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding, the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City Six Hundred Fi1y. Dollars ($650.00) for each day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. j X CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D ' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102300 Revised 7/9t2021 s d,. k. ",..y..-,wws •w:,�� '.. '�€�.°,-..,ea..mensar,,wawa;. .r-»,.:.�..�.».....-.:,,.x,.....,.�,.::.�:..>....�... ...... .....::... 00 52 43-2 Agreement Page 2 of 7 1 Article§. CONTRACT DOCU?4ENTS , t 5.1 CONTENTS: f A. The Contract Documents which comprise the entire agreement between City and w: Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non-Resident Bidder 3) Prequalifleation 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. b. Drawings. 7. Addenda. S. 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. , CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.102300 Revised 7/9l2021 3 6' 1 S 005243-3 Agreement ' Page 3 of 7 Article 6.EV'DEIYINWICATiON 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against aziy and all claims arising out of,or alleged to arise out of,the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification 'rovision is s"ccificati; intended.to o'"crate.. and,:be a ctive even if`it rs alk4ed or, 'roven that all or some oft e:daina .es bein sou``ht were caused in whole air in," rt li- ;au: act omission.or ne enee-:of-t c This indemnity provision is intended to include, without limitations'ina nits for costs,expenses and legal fees incurred by the city in defending against such claims and causes of actions. 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. _his...iudemuni£ieatian,; rovision is 9-becificallk.intended_to_o erate and-be. effectiveeven if it is all ;:: d or roven t t,all or, some of the deans lilt „sou ht were caused �n whole or in r , b�and aet,.om}lion or neglence 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 Inay 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 Docwnents 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, CITY OF FORT WOK114 water and Sanitary Sewer Replacement Contract 2019,wSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Protect No.102300 Revised 7/9i2021 00 52 43-4 Agreement Page 4 of 7 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. i' 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. 7.8 Prohibition On Contracts With Companies Boycotting Israel. Contractor acknowledges that in accordance with Chapter 2271 of the Texas Government Code, 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 ver leation to the City that Contractor. (1)does not boycott.Israel,and(2) will not boycott Israel during the terns 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. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.102300 Revised M/2021 005243-5 Agreement j; Page 5 of 7 t. 7.10 Prohibition on Discrimination Against Firearm and Ammunition Industries. '. Contractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas <I; Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1), the City is it prohibited from entering into a contract for goods or services that has a vatue 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 tton 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, § I). To the extent that Chapter 2274 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature provides written verification to the City that Contractor: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2)will not discriminate against a firearm entity or firearm trade association during the term of this Agreement. 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 j 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 eli eligible to g perform such services, CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARt1'ILESS 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. i I CITY OF FORT NORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.102300 Revised 7/9/2021 5 , i a 005243-6 Agreement Page 6 of 7 1' 7.13 No Cause of Action Against Engineer. Contractor,its subcontractors and equipment and materials suppliers on the PROJECT or their €, sureties, shaiI maintain no direct action against the Engineer, its officers, employees, and s subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on-site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. t i i .I CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Replacement Contract 2019,WSM-D Revised 7/912021 City Project No.102300 t W5Z#3-7 Ag wimni + NO 7 OC7 1N W'TN-ESS M1i1'Oy, City amd CORtractor have each executed this Agreement to be, o fLrilve as of the date subseA d by the City's designated As City Manage �"�f#eciiee Date'). r . Contractor. WJiklun I. Scbultz,Inc.dba Circle City of Fott Worth C Danshuction Compsny Bp. By: t t�ar�a Sural�d ,f ,rQ m�anurgJ,¢4F{L Ri.]9�1 I'k3PCPTl -. .. .- . . Dana Btughdoi Assistant City Manager er S.Skell (find Name) Sep 1,2021 President Tme . a4 -.-'P}`yyr +.Box 4032R f , �L17Fi�� onald .Gonzalo%Acting i Saomta 715140 (Seal) Dot@ A- Fenn 12g 7a.: Contract Compliarim Manager: AS By signing,I acknowled8o that Y am the person responsible fur the monitoring and administration of this contract,iucludicg ensuring C pedbrmance a>rl.d reporting requirexnents, h-gject mattigo>r Ap rowd as to Form and Lq ality, ` Sr,Assistant City Attomey APPROVAL RECpMNWUBD1 hrr ql�r! 7.aPil iltP e�Tf Wftter Department CITY OP FORT WORTH Wale:@Ad 5snilary Sewer Replaujileg4Conmot 201;.NhSMQ STANDARDCOhfS'LRUMOi�FMOPICATION17OMMENTS CliLFT. f'NjcCrNo.i4?�oRD Rcrksed 7/KUI WORTH,TX 006113-1 PERFORMANCE BOND Page 1 of 2 BOND NO.TXC613318 1 SECTION 00 6113 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, William J.Schultz Inc dba Circle C Construction Company , known as 9 "Principal'herein and Merchants Bonding Company(Mutual) ,a corporate 10 surety(sureties, if more than one)duly authorized to do business in the State of Texas,known as 11 "Surety"herein(whether one or more),are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of Texas,known as"City"herein,in the penal 13 sum of, Six Million Eighty-Nine Thousand,Four Hundred Twenty-Six Dollars 14 ($ *6 089 426.00- ),lawful money of the United States,to be paid in Fort Worth, 15 Tarrant County,Texas for the payment of which sum well and truly to be made,we bind 16 ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally, 17 firmly by these presents. 18 WHEREAS,the Principal has entered into a certain Written contract with the City 19 awarded the 22nd day of June ,20 21 ,which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein,to furnish all materials,equipment 21 labor and other accessories defined by law,in the prosecution of the Work,including any Change 22 Orders,as provided for in said Contract designated as Water and Sanitary Sewer Replacement Contract 23 2019 WSM-D-City Project No. 102300 24 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations under the Contract and shall in all respects duly and 26 faithfully perform the Work,including Change Orders,under the Contract,according to the plans, 27 specifications,and contract documents therein referred to,and as well during any period of 28 extension of the Contract that may be granted on the part of the City,then this obligation shall be 29 and become null and void,otherwise to remain in full force and effect. 30 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 31 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 32 Worth Division. t 4 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No,102300 Revised July 1,2011 0061 I3-2 PEK177ORMANCE 80M Page 2 of 2 11 This bond is made and executed in compliance wirh the provisions of Chapter 2253 of the 2 Texas Goveniment Cods, as ameaded, rind all li�lbilitics an this band shall be de:mnihied in 3 accordnmoe with the provisions of said statue. 4 IN WT4 NIMS WIRT,REOF,ttic PrinOpal and the;Surety [lave; SIGNED and SEA1,ED 5 this instrument by duly aLithoriwd gents mid offwur� an this the_-_9 ..— - day of G ,2021 . 7 PRINCIPAL: 8 William J: Scltultx inge dba CIreIe G_Cons tnlcti Corrlp� �- l0 - -- 12 Sl 13 AT7'FST: 14 15 Teresa S_ 5kelly,President J� - -- -- 16 (Principal)Secretary m�chcic .�Ilkioj-d Name and 7itle 17 18 Addmm,P.O, Box 4032_8_ _ 19 Fart lath..,TIC14 --- - 20 22 Witness as tv Nncipal — =3 SURETY: 24 23 crchtiiita Ind in allti (la4u i tl 26 77 BY: 28 ignatzira 29 30 Sh_eryl A.-[�lutts�Attoruey�iii-Fact,.._. 31 Name and Title 32 31 Address:6700 4VQ, wn Farkway,., 34 WeA Dcslv4vi=0A__50266___ 35 36 - 37 17( essastc�uratykhnA Miller TelephoncNumber: 38 39 I 40 41 "Note: If signed by are officzr 0C Chu Surety Comparty, there mast be on Isie a eertifed extract 42 from the bylaws showing that this person has authority to sign such obllgatim. [f ' 43 Surety's physicpl address is ditlerent from its mailing addiws, both must he prcuided. 44 Thee date of the bond shall nat ber prior to the date the Contract is Awardccd. 45 IVnlur and Sanitnry Sawcr R91411c9111cn9 Conlra c.1 201 V!.►VSM,D CITY OF FORT WORTH 0V Pulkcl Nn-10230(1 STANDARD CG"TRUC71UN SPEOFICAMN MCU-h1ENTS Fcviscd July I,2U31 MERCHANTS BONDING COMPANY,,, POWER OF ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa(herein collectively called the"Companies")do hereby make,constitute and appoint,individually, John A Miller;John R Stockton;Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding,Inc.,on October 16,2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company,and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenti ng to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 11th day of February 2020 ;•o'06 0•N4<•e .•.p\NG Cpy�•.• P0Rq�''2'• +•�©ca�?,P 09Q,i9�.t•. MERCHANTS NATIONAL BONDING,BONDING COMPANY(NC.UAL) v' 2003 :��; :Q'� 1933 c: By :spy. • • �i 40 President STATE OF IOWA •t'""""`'� `"•' COUNTY OF DALLAS ss. On this 11th day of February 2020 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies;and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. �PFtIA(S POLLY MASON z° .o 0 0 Commission Number 750576 My Commission Expires �. �oWP January 07, 2023 Notary Public (Expiration of notary's commission does not invalidate this instrument) I,William Warner,Jr.,Secretary of MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING,INC.,do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of P•J%ONq<'''• .••,\NG Cprji•' ,.'� ;•�RPURq•6'0: :�O�pRPCh'9A9y: 'c/ 's v 2003 't�- y'' 1933 �'c; Secretary �`�to4( ........ ••'', `.� •. ��v f• t�•. 0061 14-1 PAYMENT BOND Page I of 2 BOND NO.TXC613318 1 SECTION 00 6114 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, William J. Schultz, inc.dba Circle C Construction Company , known as 9 "Principal" herein, and Merchants Bonding Company(Mutual) a 10 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas, known as"City"herein, 13 in the penal sum ofSix Million,Eighty-Nine Thousand,Four Hundred Twenty-SixDollars 14 lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 16 our heirs, executors, administrators, successors and assigns,jointly and severally,firmly by these i 17 presents: 18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the ]9 22nd da of June 21 Y , 20 , which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, i 21 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 22 said Contract and designated as Water and Sanitary Sewer Replacement Contract 2019, WSM-D, 23 City Project Number 102300. 24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 25 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 26 Chapter 2253 of the Texas Government Code,as amended) in the prosecution of the Work under 27 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 28 force and effect. 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 30 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 31 accordance with the provisions of said statute. 32 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.102300 Revised July 1,2011 00& 14•2 11'AY'MCNT I3 ND F'gc2of2 1 IN WITNESS WHEREOF, the Principal and Suray have each SIG1NCr) and SEALED 2 this instrument by d�Ily authori=d agc s and officers on this rhi. day of 3 . 20 ! 4 PRINCIPAL William.. Schultz, Inc.dba QrC18 C Construction Comp-my _ w— -- ATTEST: BY: .- Signature Ter 5 3d&y- P icy .. _ (Principal)secretary Ivlichcl . Unkford Name and Title Address; .Far-Vb_h TIC_761 Witness as to Principal SURF' y: MerchnnlS Bo _ 1' l]lll illl}f LMnhml)._ A'Ms•r: By: i g Ealu're SheryI A. K1t1tts, Attomey jn-Fact (Surety)S=e Name and Title Address, Ir2 mlownPark � — ' _l�Vest lies Cyloilles,�� 5�2�G _ WitnesS as to Surety John A_ Miller Telephone Ntimber: 1_800-678-3 171- 5 b Notet If signed by An officer of the Suety, there must be im file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physic1a1 8 address is different fi-om its mailing address, both must he provided_ lfl The date of the bond shall not be}prior to the date the Cantract is awarded. 1 i END OF SECTION 12 Wam:mil Sanitary Sower RelrlAMIM»t Conirac1 2010. %VNM-1I CITY OF FORT 1;'UM-H Civ, Itirujc r MF 102304 �;lANI A%D CONS'MUCTION SHC FICATIOh DOCUmp94TS Revised 3uly 1.2011 . . MERC BONDING COMPANY," POWER OF ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa(herein collectively called the"Companies")do hereby make,constitute and appoint,individually, John A Miller;John R Stockton;Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding,Inc.,on October 16,2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company,and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only,it is agreed that the power and aut hority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 11th day of February 2020 P110 Np� �... C� oRPoRq�'o'.; :470�QRPt3q 'O9•.� MERCHANTS BONDING COMPANY(MUTUAL) :'G >'' 2 ��•y,�. MERCHANT NATIONAL BONDING, INC. -0- 0':0 -o- d: v 2003 :�;+ :y 1933 By o . b %� iJ�•�' •• `�' •`1 •� President STATE OF IOWA •�'""""'``, •••'•' COUNTY OF DALLAS ss. On this 11th day of February 2020 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies;and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. �PFtIA� POLLY MASON z° .o o. Commission Number 750576 � o� My Commission Expires a� U January 07, 2023 Notary Public (Expiration of notary's commission does not invalidate this instrument) 1,William Warner,Jr.,Secretary of MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING,INC.,do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of �10N4 '••. .• �t,G Cp •. -"?,Pot . 0; ;= q��;.2! c>� �,, yam. x 2003 1933 ;c• Secretary • sv ' :` �• . mod. .�;• POA 0018 (1/20) """ 0061 19-1 MAINTENANCE BONI) Page I of 3 BOND NO.TXC613318 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE, STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we William J. Scultz,hic. dba Circle C Construction Company known as 9 "Principal"herein and Merchants Bonding Company(Mutual) a corporate surety 10 (sureties,if more than one) duly authorized to do business in the State of Texas,known as 11 "Surety"herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas, known as "City"herein, 13 in the SUM Of Six MillionEi r Hundred Twen!y- 8!!ty-Nine_Thousand,Fou ,SixDollars 14 _ *_S6,089,426.00* ),lawflil money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 16 successors,we bind ourselves,our heirs,executors, administrators,successors and assigns,jointly 17 and severally,firmly by these presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the_2 1-s t day of June 20 21,which Contract is hereby 21 referred to and a made part hereof for all purposes as if fully set forth herein,to furnish all 22 materials, equipment labor and other accessories as defined by law,in the prosecution of the 23 Work,including any Work resulting from a duly authorized Change Order(collectively herein, 24 the "Work") as provided for in said contract and designated as Water and Sanitary Sewer 25 Replacement Contract 2019, WSM-D, City Project Number 102300;and 26 27 WHEREAS,Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans,specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two(2)years 30 after the date of Final Acceptance of the Work by the City("Maintenance Period"); and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 33 Upon receiving notice from the City of the need therefor at any time within the Maintenance 34 Period. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.102300 Revised July 1,2011 0061 19.2 MAINTENANCE BOND Page 2 oF3 I NOW THEREFORE,the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City,to a completion 3 satisfactory to the City, then this obligation shall became null and void; otherwise to remain in 4 full force and effect, 5 6 PROVIDED,HOWEVER, if Principal shall&il so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 I I PROVIDED FURTHE R,that if any legal action be filed on this Bond,venue shall lie in 12 Tarrant Count),, Texas or the United States District Court for the Northern District of Texas,Fort 13 Worth Division; and 14 15 PROVIDED FURTHER,that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 Water and Sanitary Sewer Replacement Contract 2019.WSM-D CITY OF FORT WORTH City Project No. 102300 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 oa�1 is-� MAINTBNANCF 30XV I°agu 3 of] 1 FN WITNESS WilM!"OF, the Principal and the Surety have mch SIGNED,9nd SEALED this 2 itlsirunkoat by duly authorized ageals and a£f"wam un this the. _.day uf,_�T 3 , 2D-2.1Y. 4 5 PRINCIPAL,- 6 William J. Schultz, hic. dba T u iC191Ra14y--r T 8 9 By: iU Signature 11 A,'t`T.'lySI'. 12 , Cj 13 (� TeresaS. Skelly}PresAen _- 14 (principal) Secretary Iviiollele an - Name aiwl Title 15 16 Address: P, G. Box 40328 ]r Fart V r�Gi 7T 46_-- 20 Witness m to Principal - 2 l 22 23 Merchant din n _.Mutual)) 24 25 13Y: 26 signature 27 28 _Shcry A: KIntis,Attarneyan_Fact 29 A-M- ST Nance and Tille - � 3t} 31 _ -- Address:-ZQ( Wq wn arkw-Ay. ----- 325uetar iiio P-s,.iO ., 33 35 Witness as to Surety John A. iNi ler 'FelepliomoNi umber: 1-800-678-8171 36 37 *Note- If signed by mi officer of the Surety Company, there must he on file a certified extract 38 firm the by-laws showing that this peirm has authority to sign such obligat en. If 39 Surety's physical address is different from its mailing address, bath :nest he PrOV dcrl. 40 The date of the bond shall not be prior to the date the Contract is fiwarded. 41 Wnw and Snnitary Server Replacement ConLlnCL 2019.WSMa D CITY Or FORT WORTH Chy Projecl No.102300 STYANDAlto CONSTRUCTION Ur-CIrICATX[ N VOCUME-M-i Kmsud July 1,2011 NVERCHAN BONDING COMPANY- POWER OF ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa(herein collectively called the"Companies")do hereby make,constitute and appoint,individually, John A Miller;John R Stockton;Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc.,on October 16,2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company,and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only,it is agreed that the power and aut hority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 11th day of February 2020 I ' o%0N4� LNG Gp •. �' BONDING COMPANY ojk?op �O °jd O P0,Q �9'1%' MERCHANTMERCHANTS NATIONAL BONDING,(INC.(MUTUAL) v' 2003 1933 �'� By 31 . 6,', , �.�•�'' ' '��• ••�� 1�S \�.• President STATE OF IOWA •�""""``` ••'•'" COUNTY OF DALLAS ss. On this 11th day of February 2020 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. POLLY MASON z° •o 0 0 > Commission Number 750576 �� My Commission Expires �. �oWP January 07, 2023 Notary Public (Expiration of notary's commission does not invalidate this instrument) I,William Warner,Jr.,Secretary of MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC.,do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of h :.G ram•,2 � 'G ,� .c. �%+v' �,,r x 2003 1933 Secretary .,�w••.. ....��,. .,any••�!••••t1". POA 0018 (1/20) "``� ••"•""+•• MERCHANTS BONDING COMPANYr11 MERCHANTS BONDING COMPANY(MUTUAL.) • MERCHANTS NATIONAL. BONDING, INC. P.O. BOX 14498 • DES MOINES, IOWA 50306-3498 - (800)678-8171 - (515) 243-3854 FAX Please send all notices of claim on this bond to: Merchants Bonding Company (Mutual) / Merchants National Bonding, Inc. P.O. Boa 14498 Des Moines, Iowa 50306-3498 (515) 243-8171 (800) 678-8171 Physical Address: 6700 Westown Parkway, West Des Moines, Iowa 50266 i i i i i i i i E i SUP 0073 TX (2/15) Policy#CPP100051064 COMMERCIAL GENERAL LIABILITY CGL 084(10 13) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU - ONGOING OPERATIONS AND PRODUCTS-COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SCHEDULE OPTIONAL Name of Additional Insured Persons or Organizations (As required by written contract or agreement per Paragraph A. below.) Locations of Covered Operations (As per the written contract or agreement, provided the location is within the"coverage territory".) (Information required to complete this Schedule, if not shown above, will be shown in the Declarations.) A. Section II—Who Is An Insured is amended to include as an additional insured: 1. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement in effect during the term of this policy that such person or organization be added as an additional insured on your policy; and 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph 1. above; and 3. The particular person or organization, if any, scheduled above. Such person(s)or organization(s) is an additional insured only with respect to liability for"bodily injury", "property damage"or"personal and advertising injury" occurring after the execution of the contract or agreement described in Paragraph 1. above and caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf in the performance of your ongoing operations for the additional insured; or 3. Your work" performed for the additional insured and included in the"products-completed operations hazard" if such coverage is specifically required in the written contract or agreement. CGL 084(10 13) Includes copyrighted material of the Insurance Services Offices, Inc.with its permission. Page 1 of 3 Copyright 2013 FCCI Insurance Group. COMMERCIAL GENERAL LIABILITY CGL 084(10 13) However,the insurance afforded to such additional insured(s)described above: 1. Only applies to the extent permitted by law; 2. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured; 3. Will not be broader than that which is afforded to you under this policy; and 4. Nothing herein shall extend the term of this policy. B. The insurance provided to the additional insured does not apply to "bodily injury", "property damage"or "personal and advertising injury"arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: 1. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. C. This insurance is excess over any other valid and collectible insurance available to the additional insured whether on a primary, excess, contingent or any other basis; unless the written contract or agreement requires that this insurance be primary and non-contributory, in which case this insurance will be primary and non-contributory relative to insurance on which the additional insured is a Named Insured. i j D. With respect to the insurance afforded to these additional insureds, the following is added to Section III— Limits of Insurance: E The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement described in Paragraph A.1.; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. E. Section IV—Commercial General Liability Conditions is amended as follows: The Duties In The Event of Occurrence, Offense, Claim or Suit condition is amended to add the following additional conditions applicable to the additional insured: An additional insured under this endorsement must as soon as practicable: 1. Give us written notice of an `occurrence"or an offense which may result in a claim or"suit' under this insurance, and of any claim or"suit'that does result; 2. Send us copies of all legal papers received in connection with the claim or"suit', cooperate with us in the investigation or settlement of the claim or defense against the"suit', and otherwise comply with all policy conditions; and 3. Tender the defense and indemnity of any claim or"suit'to any provider of other insurance which would cover the additional insured for a loss we cover under this endorsement and agree to make available all such other insurance. However, this condition does not affect Paragraph C. above. CGL 084(10 13) Includes copyrighted material of the Insurance Services Offices, Inc.with its permission. Page 2 of 3 Copyright 2013 FCCI Insurance Group. COMMERCIAL GENERAL LIABILITY CGL 084(10 13) We have no duty to defend or indemnify an additional insured under this endorsement until we receive from the additional insured written notice of a claim or"suit". F. This endorsement does not apply to any additional insured or project that is specifically identified in any other additional insured endorsement attached to the Commercial General Liability Coverage Form. CGL 084(10 13) Includes copyrighted material of the Insurance Services Offices, Inc.with its permission. Page 3 of 3 Copyright 2013 FCCI Insurance Group. Policy #CPP100051064 FIRST CHOICE CONTRACTORS LIABILITY ENDORSEMENT TABLE OF CONTENTS DESCRIPTION PAGE AdditionalInsured Coverage......................................................................................................................................9 BailBonds...................................................................................................................................................................9 BlanketWaiver of Subrogation................................................................................................................................. 14 Bodily Injury and Property Damage ........................................................................................................................... 1 Care, Custody or Control............................................................................................................................................ 3 Contractors Errors and Omissions.............................................................................................................................6 Contractual Liability(Personal &Advertising Injury)..................................................................................................2 ElectronicData Liability.............................................................................................................................................. 1 GeneralLiability Conditions...................................................................................................................................... 13 IncidentalMalpractice.................................................................................................................................................9 Insured........................................................................................................................................................................9 Limited Product Withdrawal Expense ........................................................................................................................3 Limitsof Insurance ................................................................................................................................................... 11 Lossof Earnings.........................................................................................................................................................9 LostKey Coverage.....................................................................................................................................................8 Newly Formed or Acquired Organizations ............................................................................................................... 11 Non-Owned Watercraft............................................................................................................................................... 1 Property Damage Liability—Borrowed Equipment.................................................................................................... 1 Tenant's Property and Premises Rented To You ...................................................................................................... 8 VoluntaryProperty Damage.......................................................................................................................................2 Policy#CPP100051064 COMMERCIAL GENERAL LIABILITY CGL 088(01 15) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. FIRST CHOICE CONTRACTORS LIABILITY ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM NOTE:The following are additions,replacements and amendments to the Commercial General Liability Coverage Form,and will apply unless excluded by separate endorsement(s)to the Commercial General Liability Coverage Form. The COMMERCIAL GENERAL LIABILITY COVERAGE FORM is amended as follows: SECTION I-COVERAGES,COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE is amended as follows: 1. Extended "Property Damage" Exclusion 2.a., Expected or Intended Injury, is replaced with the following: a. "Bodily injury"or"property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to"bodily injury"or"property damage" resulting from the use of reasonable force to protect persons or property. 2. Non-owned Watercraft Exclusion 2.g. (2)(a)is replaced with the following: (a) Less than 51 feet long; and 3. Property Damage Liability—Borrowed Equipment The following is added to Exclusion 2.j. (4): Paragraph(4)of this exclusion does not apply to"property damage"to borrowed equipment while at a jobsite and not being used to perform operations. The most we will pay for"property damage"to any one borrowed equipment item under this coverage is$25,000 per"occurrence". The insurance afforded under this provision is excess over any other valid and collectible property insurance(including deductible) available to the insured, whether primary, excess, contingent or on any other basis. 4. Limited Electronic Data Liability Exclusion 2.p. is replaced with the following: p. Electronic Data Damages arising out of the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate"electronic data"that does not result from physical injury to tangible property. The most we will pay under Coverage A for"property damage" because of all loss of"electronic data" arising out of any one"occurrence" is$10,000. We have no duty to investigate or defend claims or"suits" covered by this Limited Electronic Data Liability coverage. The following definition is added to SECTION V—DEFINITIONS of the Coverage Form: "Electronic data" means information,facts or programs stored as or on, created or used on, or transmitted to or from computer software(including systems and applications software), hard or floppy disks, CD- ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. CGL 088(01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 1 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088(01 15) For purposes of this Limited Electronic Data Liability coverage, the definition of"Property Damage" in SECTION V—DEFINITIONS of the Coverage Form is replaced by the following: 17. "Property damage" means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the"occurrence" that caused it; c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate "electronic data", resulting from physical injury to tangible property. All such loss of "electronic data" shall be deemed to occur at the time of the"occurrence"that caused it. For purposes of this insurance, "electronic data" is not tangible property. SECTION I—COVERAGES, COVERAGE B. PERSONAL AND ADVERTISING INJURY LIABILITY is amended as follows: Paragraph 2.e. Exclusions—the Contractual Liability Exclusion is deleted. SECTION I—COVERAGES,the following coverages are added: COVERAGE D. VOLUNTARY PROPERTY DAMAGE 1. Insuring Agreement i We will pay, at your request, for"property damage"caused by an "occurrence", to property of others caused by you, or while in your possession, arising out of your business operations. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. 2. Exclusions This insurance does not apply to: "Property Damage"to: a. Property at premises owned, rented, leased or occupied by you; b. Property while in transit; c. Property owned by, rented to, leased to, loaned to, borrowed by, or used by you; d. Premises you sell, give away, or abandon, if the "property damage"arises out of any part of those premises; e. Property caused by or arising out of the"products-completed operations hazard"; f. Motor vehicles; g. "Your product"arising out of it or any part of it; or h. "Your work"arising out of it or any part of it. 3. Deductible We will not pay for loss in any one"occurrence" until the amount of loss exceeds $250.We will then pay the amount of loss in excess of$250 up to the applicable limit of insurance. 4. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. CGL 088(01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 2 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088(01 15) The insurance afforded under COVERAGE D is excess over any other valid and collectible property or inland marine insurance(including the deductible applicable to the property or inland marine coverage)available to you whether primary, excess, contingent or any other basis. Coverage D covers unintentional damage or destruction, but does not cover disappearance, theft, or loss of use. The insurance under COVERAGE D does not apply if a loss is paid under COVERAGE E. COVERAGE E. CARE, CUSTODY OR CONTROL 1. Insuring Agreement We will pay those sums that the insured becomes legally obligated to pay as damages because of "property damage"caused by an"occurrence", to property of others while in your care, custody, or control or property of others as to which you are exercising physical control if the"property damage"arises out of your business operations. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. 2. Exclusions This insurance does not apply to: "Property Damage"to: a. Property at premises owned, rented, leased or occupied by you; b. Property while in transit; c. Premises you sell, give away, or abandon, if the "property damage" arises out of any part of those premises; d. Property caused by or arising out of the"products-completed operations hazard"; e. Motor vehicles; f. "Your product'arising out of it or any part of it; or g. "Your work"arising out of it or any part of it. 3. Deductible We will not pay for loss in any one"occurrence" until the amount of loss exceeds $250.We will then pay the amount of loss in excess of$250 up to the applicable limit of insurance. 4. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. The insurance afforded under COVERAGE E is excess over any other valid and collectible property or inland marine insurance(including the deductible applicable to the property or inland marine coverage)available to you whether primary, excess, contingent or any other basis. The insurance under COVERAGE E does not apply if a loss is paid under COVERAGE D. COVERAGE F. LIMITED PRODUCT WITHDRAWAL EXPENSE 1. Insuring Agreement a. If you are a"seller",we will reimburse you for"product withdrawal expenses"associated with "your product' incurred because of a "product withdrawal'to which this insurance applies. The amount of such reimbursement is limited as described in SECTION III - LIMITS OF INSURANCE. No other obligation or liability to pay sums or perform acts or services is covered. CGL 088(01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 3 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088(01 15) a. This insurance applies to a "product withdrawal"only if the "product withdrawal" is initiated in the "coverage territory"during the policy period because: (1) You determine that the "product withdrawal" is necessary; or (2) An authorized government entity has ordered you to conduct a "product withdrawal". c. We will reimburse only those "product withdrawal expenses"which are incurred and reported to us within one year of the date the "product withdrawal"was initiated. d. The initiation of a "product withdrawal"will be deemed to have been made only at the earliest of the following times: (1) When you have announced, in any manner, to the general public, your vendors or to your employees(other than those employees directly involved in making the determination)your decision to conduct a"product withdrawal"This applies regardless of whether the determination to conduct a"product withdrawal"is made by you or is requested by a third party; (2) When you received, either orally or in writing, notification of an order from an authorized government entity to conduct a "product withdrawal; or (3) When a third party has initiated a"product withdrawal"and you communicate agreement with the "product withdrawal", or you announce to the general public, your vendors or to your employees (other than those employees directly involved in making the determination)your decision to participate in the"product withdrawal", whichever comes first. e. "Product withdrawal expenses"incurred to withdraw"your products"which contain: (1) The same"defect"will be deemed to have arisen out of the same "product withdrawal"; or (2) A different"defect"will be deemed to have arisen out of a separate"product withdrawal" if newly determined or ordered in accordance with paragraph 1.b of this coverage. 2. Exclusions This insurance does not apply to "product withdrawal"expenses"arising out of: a. Any"product withdrawal" initiated due to: (1) The failure of"your products"to accomplish their intended purpose, including any breach of warranty of fitness, whether written or implied. This exclusion does not apply if such failure has caused or is reasonably expected to cause "bodily injury"or physical damage to tangible property. (2) Copyright, patent, trade secret or trademark infringements; (3) Transformation of a chemical nature, deterioration or decomposition of"your product", except if it is caused by: (a) An error in manufacturing, design, processing or transportation of"your product"; or (b) "Product tampering". (4) Expiration of the designated shelf life of"your product". b. A"product withdrawal", initiated because of a "defect" in "your product" known to exist by the Named Insured or the Named Insured's"executive officers", prior to the inception date of this Coverage Part or prior to the time "your product" leaves your control or possession. c. Recall of any specific products for which "bodily injury"or"property damage" is excluded under Coverage A- Bodily Injury And Property Damage Liability by endorsement. d. Recall of"your products"which have been banned from the market by an authorized government entity prior to the policy period. e. The defense of a claim or"suit"against you for"product withdrawal expenses". CGL 088(01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 4 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088(01 15) 3. For the purposes of the insurance afforded under COVERAGE F, the following is added to 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit Condition under SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS: e. Duties In The Event Of A"Defect" Or A"Product Withdrawal" (1) You must see to it that we are notified as soon as practicable of any actual, suspected or threatened "defect" in "your products", or any governmental investigation, that may result in a "product withdrawal". To the extent possible, notice should include: (a) How, when and where the "defect"was discovered; (b) The names and addresses of any injured persons and witnesses; and (c) The nature, location and circumstances of any injury or damage arising out of use or consumption of"your product". (2) If a"product withdrawal" is initiated, you must: (a) Immediately record the specifics of the "product withdrawal"and the date it was initiated; (b) Send us written notice of the "product withdrawal"as soon as practicable; and (c) Not release, consign, ship or distribute by any other method, any product, or like or similar products, with an actual, suspected or threatened defect. (3) You and any other involved insured must: (a) Immediately send us copies of pertinent correspondence received in connection with the "product withdrawal"; (b) Authorize us to obtain records and other information; and (c) Cooperate with us in our investigation of the "product withdrawal". i 4. For the purposes of this Coverage F, the following definitions are added to the Definitions Section: a. "Defect" means a defect, deficiency or inadequacy that creates a dangerous condition. b. "Product tampering" is an act of intentional alteration of"your product"which may cause or has caused "bodily injury" or physical injury to tangible property. When "product tampering" is known, suspected or threatened, a "product withdrawal"will not be limited to those batches of"your product"which are known or suspected to have been tampered with. c. "Product withdrawal"means the recall or withdrawal of"your products", or products which contain your products", from the market or from use, by any other person or organization, because of a known or suspected"defect" in "your product", or a known or suspected "product tampering", which has caused or is reasonably expected to cause "bodily injury"or physical injury to tangible property. d. "Product withdrawal expenses" means those reasonable and necessary extra expenses, listed below paid and directly related to a "product withdrawal": (1) Costs of notification; (2) Costs of stationery, envelopes, production of announcements and postage or facsimiles; (3) Costs of overtime paid to your regular non-salaried employees and costs incurred by your employees, including costs of transportation and accommodations; (4) Costs of computer time; (5) Costs of hiring independent contractors and other temporary employees; (6) Costs of transportation, shipping or packaging; (7) Costs of warehouse or storage space; or CGL 088(01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 5 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088(01 15) (8) Costs of proper disposal of"your products", or products that contain "your products", that cannot be reused, not exceeding your purchase price or your cost to produce the products; but"product withdrawal expenses"does not include costs of the replacement, repair or redesign of"your product", or the costs of regaining your market share, goodwill, revenue or profit. e. "Seller" means a person or organization that manufactures, sells or distributes goods or products. "Seller"does not include a"contractor" as defined elsewhere in this endorsement. The insurance under COVERAGE F does not apply if a loss is paid under COVERAGE G. COVERAGE G. CONTRACTORS ERRORS AND OMISSIONS 1. Insuring Agreement If you are a "contractor", we will pay those sums that you become legally obligated to pay as damages because of"property damage"to"your product', "your work"or"impaired property", due to faulty workmanship, material or design, or products including consequential loss, to which this insurance applies. The damages must have resulted from your negligent act, error or omission while acting in your business capacity as a contractor or subcontractor or from a defect in material or a product sold or installed by you while acting in this capacity. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. We have no duty to investigate or defend claims or"suits"covered by this Contractors Errors or Omissions coverage. This coverage applies only if the"property damage"occurs in the"coverage territory"during the policy period. This coverage does not apply to additional insureds, if any. Supplementary Payments—Coverage A and B do not apply to Coverage G. Contractors Errors and Omissions. 2. Exclusions This insurance does not apply to: a. "Bodily injury"or"personal and advertising injury". b. Liability or penalties arising from a delay or failure to complete a contract or project, or to complete a contract or project on time. c. Liability because of an error or omission: (1) In the preparation of estimates or job costs; (2) Where cost estimates are exceeded; (3) In the preparation of estimates of profit or return on capital; (4) In advising or failure to advise on financing of the work or project; or (5) In advising or failing to advise on any legal work, title checks, form of insurance or suretyship. d. Any liability which arises out of any actual or alleged infringement of copyright or trademark or trade dress or patent, unfair competition or piracy, or theft or wrongful taking of concepts or intellectual property. e. Any liability for damages: (1) From the intentional dishonest, fraudulent, malicious or criminal acts of the Named Insured, or by any partner, member of a limited liability company, or executive officer, or at the direction of any of them; or (2) Which is in fact expected or intended by the insured, even if the injury or damage is of a different degree or type than actually expected or intended. CGL 088(01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 6 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088(01 15) f. Any liability arising out of manufacturer's warranties or guarantees whether express or implied. g. Any liability arising from "property damage"to property owned by, rented or leased to the insured. h. Any liability incurred or"property damage"which occurs, in whole or in part, before you have completed "your work." "Your work"will be deemed completed at the earliest of the following times: (1) When all of the work called for in your contract or work order has been completed; (2) When all the work to be done at the job site has been completed if your contract calls for work at more than one job site; or (3) When that part of the work done at a job site has been put to its intended use by any person or organization other than another contractor or subcontractor working on the same project. Work that may need service or maintenance, correction, repair or replacement, but which is otherwise complete, will be treated as complete. i. Any liability arising from "property damage"to products that are still in your physical possession. j. Any liability arising out of the rendering of or failure to render any professional services by you or on your behalf, but only with respect to either or both of the following operations: (1) Providing engineering, architectural or surveying services to others; and (2) Providing or hiring independent professionals to provide engineering, architectural or surveying services in connection with construction work you perform. Professional services include the preparing, approving or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders, or drawings and specifications. Professional services also include supervisory or inspection activities performed as part of any related architectural or engineering activities. But, professional services do not include services within construction means, methods, techniques, sequences and procedures employed by you in connection with construction work you perform. k. Your loss of profit or expected profit and any liability arising therefrom. I. "Property damage"to property other than "your product,""your work"or"impaired property." m. Any liability arising from claims or"suits"where the right of action against the insured has been relinquished or waived. n. Any liability for"property damage"to"your work" if the damaged work or the work out of which the damage arises was performed on your behalf by a subcontractor. o. Any liability arising from the substitution of a material or product for one specified on blueprints, work orders, contracts or engineering specifications unless there has been written authorization, or unless the blueprints,work orders, contracts or engineering specifications were written by you, and you have authorized the changes. p. Liability of others assumed by the insured under any contract or agreement, whether oral or in writing. This exclusion does not apply to liability for damages that the insured would have in the absence of the contract or agreement. 3. For the purposes of Coverage G,the following definition is added to the Definitions section: a. "Contractor" means a person or organization engaged in activities of building, clearing,filing, excavating or improvement in the size, use or appearance of any structure or land. "Contractor"does not include a"seller"as defined elsewhere in this endorsement. 4. Deductible We will not pay for loss in any one"occurrence"until the amount of loss exceeds $250. The limits of insurance will not be reduced by the application of the deductible amount. CGL 088(01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 7 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088(01 15) We may pay any part or all of the deductible amount to effect settlement of any claim or"suit", and upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. 5. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. The insurance under COVERAGE G does not apply if a loss is paid under COVERAGE F. COVERAGE H. LOST KEY COVERAGE 1. Insuring Agreement We will pay those sums, subject to the limits of liability described in SECTION III LIMITS OF INSURANCE in this endorsement and the deductible shown below, that you become legally obligated to pay as damages caused by an"occurrence" and due to the loss or mysterious disappearance of keys entrusted to or in the care, custody or control of you or your"employees"or anyone acting on your behalf. The damages covered by this endorsement are limited to the: a. Actual cost of the keys; b. Cost to adjust locks to accept new keys; or c. Cost of new locks, if required, including the cost of installation. 2. Exclusions This insurance does not apply to: a. Keys owned by any insured, employees of any insured, or anyone acting on behalf of any insured; b. Any resulting loss of use; or c. Any of the following acts by any insured, employees of any insured, or anyone acting on behalf of any insured: 1) Misappropriation; 2) Concealment; 3) Conversion; 4) Fraud; or 5) Dishonesty. 3. Deductible We will not pay for loss in any one"occurrence" until the amount of loss exceeds$1,000. The limits of insurance will not be reduced by the application of the deductible amount. We may pay any part or all of the deductible amount to effect settlement of any claim or"suit"and, upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. EXPANDED COVERAGE FOR TENANT'S PROPERTY AND PREMISES RENTED TO YOU The first paragraph after subparagraph (6) in Exclusion j., Damage to Property is amended to read as follows: Paragraphs(1), (3) and (4)of this exclusion do not apply to"property damage"(other than damage by fire) to premises, including the contents of such premises, rented to you. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III—Limits Of Insurance. CGL 088(01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 8 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088(01 15) SECTION I -COVERAGES, SUPPLEMENTARY PAYMENTS—COVERAGE A and B is amended as follows: All references to SUPPLEMENTARY PAYMENTS—COVERAGES A and B are amended to SUPPLEMENTARY PAYMENTS—COVERAGES A, B, D, E, G, and H. 1. Cost of Bail Bonds Paragraph 1.b. is replaced with the following: b. Up to$2,500 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies.We do not have to furnish these bonds. 2. Loss of Earnings Paragraph 1.d. is replaced with the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or"suit', including actual loss of earnings up to$500 a day because of time off from work. SECTION II—WHO IS AN INSURED is amended as follows: 1. Incidental Malpractice Paragraph 2.a.(1)(d) is replaced with the following: (d) Arising out of his or her providing or failing to provide professional health care services. However, this exclusion does not apply to a nurse, emergency medical technician or paramedic employed by you to provide medical services, unless: (i) You are engaged in the occupation or business of providing or offering medical, surgical, dental, x-ray or nursing services, treatment, advice or instruction; or (ii) The"employee" has another insurance that would also cover claims arising under this provision, whether the other insurance is primary, excess, contingent or on any other basis. 2. Broadened Who Is An Insured The following are added to Paragraph 2.: Subsidiaries e. Your subsidiaries if: (1) They are legally incorporated entities; and (2) You own more than 50% of the voting stock in such subsidiaries as of the effective date of this policy. If such subsidiaries are not shown in the Declarations, you must report them to us within 180 days of the inception of your original policy. Additional Insureds f. Any person or organization described in paragraphs g. through k. below whom you are required to add as an additional insured on this policy under a written contract or agreement in effect during the term of this policy, provided the written contract or agreement was executed prior to the"bodily injury", "property damage"or"personal and advertising injury"for which the additional insured seeks coverage. However, the insurance afforded to such additional insured(s): (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured; (3) Will not be broader than that which is afforded to you under this policy; (4) Is subject to the conditions described in paragraphs g. through k. below; and (5) Nothing herein shall extend the term of this policy. CGL 088(01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 9 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088(01 15) g. Owner, Lessor or Manager of Premises If the additional insured is an owner, lessor or manager of premises, such person or organization shall be covered only with respect to liability arising out of the ownership, maintenance or use of that part of any premises leased to you and subject to the following additional exclusions: (1) Any"occurrence"that takes place after you cease to occupy those premises; or (2) Structural alterations, new construction or demolition operations performed by or on behalf of such person or organization. h. State or Governmental Agency or Subdivision or Political Subdivision—Permits or Authorizations If the additional insured is the state or any political subdivision, the state or political subdivision shall be covered only with respect to operations performed by you or on your behalf for which the state or political subdivision has issued a permit or authorization. This insurance does not apply to: (1) "Bodily injury", "property damage", or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or (2) "Bodily injury"or"property damage" included within the"products-completed operations hazard". i. Lessor of Leased Equipment If the additional insured is a lessor of leased equipment, such lessor shall be covered only with respect to liability for"bodily injury", "property damage" or"personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s)or k organization(s). With respect to the insurance afforded to these additional insureds, this insurance does not apply to any"occurrence"which takes place after the equipment lease expires. j. Mortgagee, Assignee, or Receiver i If the additional Insured is a mortgagee, assignee, or receiver of premises, such mortgagee, assignee or receiver of premises is an additional insured only with respect to their liability as mortgagee, assignee, or receiver and arising out of the ownership, maintenance, or use of the premises by you. This insurance does not apply to structural alterations, new construction and demolition operations performed by or for that person or organization. k. Vendor If the additional insured is a vendor, such vendor is an additional insured only with respect to"bodily injury"or"property damage" caused by"your products"which are distributed or sold in the regular course of the vendor's business, subject to the following additional exclusions: (1) The insurance afforded to the vendor does not apply to: (a) "Bodily injury"or"property damage"for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in absence of the contract or agreement. (b) Any express warranty unauthorized by you; (c) Any physical or chemical change in "your product" made intentionally by the vendor; (d) Repackaging, unless unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; (e) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; (f) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; CGL 088(01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 10 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088(01 15) (g) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor; or (h) "Bodily injury"or"property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: i. The exceptions contained in Subparagraphs d. or f.; or ii. Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. (2) This insurance does not apply to any insured person or organization,from whom you have acquired such products,or any ingredient, part or container,entering into,accompanying or containing such products. 3. Newly Formed or Acquired Organizations Paragraph 3. is amended as follows: a. Coverage under this provision is afforded until the end of the policy period. d. Coverage A does not apply to product recall expense arising out of any withdrawal or recall that occurred before you acquired or formed the organization. SECTION III— LIMITS OF INSURANCE is amended as follows: 1. Paragraph 2. is replaced with the following: 2. The General Aggregate Limit is the most we will pay for the sum of: a. Medical expenses under Coverage C; b. Damages under Coverage A, except damages because of"bodily injury"or'property damage" included in the"products-completed operations hazard"; c. Damages under Coverage B; d. Voluntary"property damage" payments under Coverage D; e. Care, Custody or Control damages under Coverage E.; and f. Lost Key Coverage under Coverage H. 2. Paragraph 5. is replaced with the following: 5. Subject to Paragraph 2. or 3. above,whichever applies, the Each Occurrence Limit is the most we will pay for the sum of: a. Damages under Coverage A; b. Medical expenses under Coverage C; c. Voluntary"property damage" payments under Coverage D; d. Care, Custody or Control damages under Coverage E; e. Limited Product Withdrawal Expense under Coverage F; f. Contractors Errors and Omissions under Coverage G.; and, g. Lost Key Coverage under Coverage H. because of all "bodily injury"and "property damage" arising out of any one"occurrence". 3. Paragraph 6. is replaced with the following: 6. Subject to Paragraph 5. above the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of"property damage"to any one premises,while rented to you, CGL 088(01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 11 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088(01 15) or in the case of damage by fire or explosion, while rented to you or temporarily occupied by you with permission of the owner. The Damage to Premises Rented to You Limit is the higher of the Each Occurrence Limit shown in the Declarations or the amount shown in the Declarations as Damage To Premises Rented To You Limit. 4. Paragraph 7. is replaced with the following: 7. Subject to Paragraph 5. above, the higher of$10,000 or the Medical Expense Limit shown in the Declarations is the most we will pay under Coverage C for all medical expenses because of"bodily injury" sustained by any one person. 5. Paragraph 8. is added as follows: 8. Subject to Paragraph 5. above, the most we will pay under Coverage D. Voluntary Property Damage for loss arising out of any one"occurrence" is$1,500. The most we will pay in any one-policy period, regardless of the number of claims made or suits brought, is$3,000. 6. Paragraph 9. is added as follows: 9. Subject to Paragraph 5. above, the most we will pay under Coverage E. Care, Custody or Control for "property damage"arising out of any one"occurrence" is $1,000. The most we will pay in any one-policy period, regardless of the number of claims made or suits brought, is $5,000. 7. Paragraph 10. is added as follows: 10. Subject to Paragraph 5. above, the most we will pay under Coverage F. Limited Product Withdrawal Expense for"product withdrawal expenses"in any one-policy period, regardless of the number of insureds, "product withdrawals" initiated or number of"your products"withdrawn is $10,000. 8. Paragraph 11. is added as follows: i 11. Subject to Paragraph 5. above, the most we will pay under Coverage G. Contractors Errors and Omissions for damage in any one-policy period, regardless of the number of insureds, claims or"suits" brought, or persons or organizations making claim or bringing "suits" is$10,000. For errors in contract or job specifications or in recommendations of products or materials to be used, this policy will not pay for additional costs of products and materials to be used that would not have been incurred had the correct recommendations or specifications been made. 9. Paragraph 12. is added as follows: 12. Subject to Paragraph 5. above, the most we will pay under Coverage H., Lost Key Coverage for damages arising out of any one occurrence is$50,000. 10. Paragraph 13. is added as follows: 13. The General Aggregate Limit applies separately to: a. Each of your projects away from premises owned by or rented to you; or b. Each 'location"owned by or rented to you. "Location" as used in this paragraph means premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. 11. Paragraph 14. is added as follows: 14. With respect to the insurance afforded to any additional insured provided coverage under this endorsement: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or CGL 088(01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 12 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088(01 15) b. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: 1. Subparagraph 2.a. of Duties In The Event Of Occurrence, Offense, Claim,or Suit is replaced with the following: a. You must see to it that we are notified as soon as practicable of an`occurrence"or an offense which may result in a claim. This requirement applies only when the"occurrence" or offense is known to the following: (1) An individual who is the sole owner; (2) A partner, if you are a partnership or joint venture; (3) An"executive officer"or insurance manager, if you are a corporation; (4) A manager, if you are a limited liability company; (5) A person or organization having proper temporary custody of your property if you die; (6) The legal representative of you if you die; or (7) A person (other than an"employee")or an organization while acting as your real estate manager. To the extent possible, notice should include: (1) How, when and where the"occurrence"or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the"occurrence"or offense. 2. The following is added to Subparagraph 2.b. of Duties In The Event Of Occurrence, Offense, Claim, or Suit: The requirement in 2.b.applies only when the 'occurrence" or offense is known to the following: (1) An individual who is the sole owner; (2) A partner or insurance manager, if you are a partnership or joint venture; (3) An "executive officer"or insurance manager, if you are a corporation; (4) A manager or insurance manager, if you are a limited liability company; (5) Your officials, trustees, board members or insurance manager, if you are a not-for-profit organization; (6) A person or organization having proper temporary custody of your property if you die; (7) The legal representative of you if you die; or (8) A person(other than an"employee")or an organization while acting as your real estate manager. 3. The following is added to paragraph 2. of Duties in the Event of Occurrence, Offense, Claim or Suit: e. If you report an 'occurrence"to your workers compensation carrier that develops into a liability claim for which coverage is provided by the Coverage Form, failure to report such an 'occurrence"to us at the time of the'occurrence" shall not be deemed a violation of paragraphs a., b., and c. above. However, you shall give written notice of this"occurrence"to us as soon as you become aware that this"occurrence" may be a liability claim rather than a workers compensation claim. 4. Paragraph 6. is replaced with the following: 6. Representations CGL 088(01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 13 of 14 Copyright 2015 FCCI Insurance Group COMMERCIAL GENERAL LIABILITY CGL 088(01 15) By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. Any error or omission in the description of, or failure to completely describe or disclose any premises, operations or products intended to be covered by the Coverage Form will not invalidate or affect coverage for those premises, operations or products, provided such error or omission or failure to completely describe or disclose premises, operations or products was not intentional. You must report such error or omission to us as soon as practicable after its discovery. However, this provision does not affect our right to collect additional premium charges or exercise our right of cancellation or nonrenewal. 5. The following is added to paragraph 8.Transfer Of Rights Of Recovery Against Others To Us: However, we waive any right of recovery we may have because of payments we make for injury or damage arising out of your ongoing operations or"your work" included in the"products-completed operations hazard" under the following conditions: a) Only when you have agreed in writing to waive such rights of recovery in a contract or agreement; b) Only as to the person/entity as to whom you are required by the contract to waive rights of recovery; and c) Only if the contract or agreement is in effect during the term of this policy, and was executed by you prior to the loss. 6. Paragraph 10. is added as follows: 10. Liberalization If we revise this Coverage Form to provide more coverage without additional premium charge, your policy will automatically provide the additional coverage as of the day the revision is effective in the applicable state(s). CGL 088(01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 14 of 14 Copyright 2015 FCCI Insurance Group Policy#CAA100051065 COMMERCIAL AUTO CAU 058(05 19) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTO FIRST CHOICE COVERAGE ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM NOTE: The following are additions, replacements and amendments to the Business Auto Coverage Form, and will apply unless excluded by separate endorsement(s)to the Business Auto Coverage Form. With respect to coverages provided by this endorsement, the provisions of the Business Auto Coverage Form apply unless modified by this endorsement. The Business Auto Coverage Form is amended as follows: SECTION If—COVERED AUTOS LIABILITY COVERAGE is amended as follows: A. Paragraph 1.Who Is An Insured in section A. Coverage is amended by the addition of the following: d. Any legally incorporated subsidiary of yours in which you own more than 50% of the voting stock on the effective date of this coverage form. However, "insured"does not include any subsidiary that is an "insured"under any other liability policy or would be an"insured" under such a policy but for its termination or the exhaustion of its limits of insurance. In order for such subsidiaries to be considered insured under this policy, you must notify us of such subsidiaries within 60 days of policy effective date. e. Any organization you newly acquire or form during the policy period, other than a partnership or joint venture, and over which you maintain sole ownership or a majority interest. However, coverage under this provision: (1) Does not apply if the organization you acquire or form is an"insured" under another liability policy or would be an "insured"under such a policy but for its termination or the exhaustion of its limits of insurance; (2) Does not apply to"bodily injury"or"property damage"that occurred before you acquired or formed the organization; and (3) Is afforded only for the first 90 days after you acquire or form the organization or until the end of the policy period,whichever comes first. f. Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and executed by you before the"bodily injury" or"property damage"occurs and that is in effect during the policy period, to be named as an additional insured is an"insured"for Liability Coverage, but only for damages to which this insurance applies and only to the extent that person or organization qualifies as an"insured"under the Who Is An Insured provision contained in Section ll. g. Any"employee"of yours using: (1) a covered "auto"you do not own, hire or borrow, or a covered "auto" not owned by an "employee" or a member of his or her household,while performing duties related to the conduct of your business or your personal affairs; or (2) an"auto"hired or rented under a contract or agreement in that"employee's" name, with your permission, while performing duties related to the conduct of your business. However,your "employee" does not qualify as an insured under this paragraph (2)while using a covered "auto" rented from you or from any member of the"employee's" household CAU 058(05 19) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 1 of 4 Copyright 2018 FCCI Insurance Group. COMMERCIAL AUTO CAU 058(05 19) h. Your members, if you are a limited liability company, while using a covered"auto"you do not own, hire or borrow, while performing duties related to the conduct of your business or your personal affairs. B. Paragraphs (2) and (4) under section 2. Coverage Extensions, a. Supplementary Payments are deleted and replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations)required because of an "accident"we cover.We do not have to furnish these bonds. (4) All reasonable expenses incurred by the"insured"solely at our request, including actual loss of earnings up to$500 a day because of time off from work. C. Paragraph 5.under section B. Exclusions is deleted and replaced by the following: 5. Fellow Employee "Bodily injury"to: a. Any fellow"employee"of the"insured"arising out of and in the course of a fellow"employee's" employment or while performing duties related to the conduct of your business. However,this exclusion does not apply to your"employees"that are officers or managers if the"bodily injury" results from the use of a covered "auto"you own, hire or borrow. Coverage is excess over any other collectible insurance; or b. The spouse, child, parent, brother or sister of that fellow"employee"as a consequence of Paragraph a. above. SECTION III—PHYSICAL DAMAGE COVERAGE is amended as follows: A. Paragraph 4.Coverage Extensions under section A. Coverage is deleted and replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to$50 per day to a total maximum of$1,500 for temporary transportation expense incurred by you due to covered loss to any covered auto. We will pay only for those covered"autos"for which you carry either Comprehensive or Specified Causes Of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 24 hours after a loss and ending,regardless of the policy's expiration,when the covered"auto"is returned to use or we pay for its"loss". b. Loss of Use Expenses For Hired Auto Physical Damage,we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or agreement.We will pay for loss of use expenses if caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for hired "autos"; (2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Coverage is provided for hired "autos'; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for hired "autos". However,the most we will pay for any expenses for loss of use to any one vehicle is$75 per day, to a total maximum of$1,500. B. The following is added to paragraph 4. Coverage Extensions under section A. Coverage: c. Fire Department Service Charge When a fire department is called to save or protect a covered "auto", its equipment, its contents, or occupants from a covered cause of loss, we will pay up to$1,000 for your liability for fire department service charges assumed by contractor or agreement prior to loss. No deductible applies to this additional coverage. CAU 058(05 19) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 2 of 4 Copyright 2018 FCCI Insurance Group. COMMERCIAL AUTO CAU 058(05 19) d. Auto Loan/Lease Gap Coverage The following provisions apply: (1) If a long term leased "auto", under an original lease agreement, is a covered"auto" under this coverage form and the lessor of the covered "auto" is named as an additional insured under this policy, in the event of a total loss to the leased covered "auto", we will pay any unpaid amount due on the lease, less the amount paid under the Physical Damage Coverage Section of the policy; and less any: (a) Overdue lease or loan payments including penalties, interest, or other charges resulting from overdue payments at the time of the"loss"; (b) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (c) Security deposits not refunded by the lessor; (d) Costs for extended warranties, Credit Life Insurance, Health Accident or Disability Insurance purchased with the loan or lease; and (e) Carry-over balances from previous loans or leases. (2) If an owned "auto" is a covered "auto"under this coverage form and the loss payee of the covered"auto" is named a loss payee under this policy, in the event of a total loss to the covered "auto", we will pay any unpaid amount due on the loan, less the amount paid under the Physical Damage Coverage Section of the policy; and less any; (a) Overdue loan payments at the time of the"loss"; (b) Costs for extended warranties, Credit Life Insurance, Health Accident or Disability Insurance purchased with the loan; and (c) Carry-over balances from previous loans. C. Paragraph 3. under section B. Exclusions is deleted and replaced by the following: 3. We will not pay for"loss"due and confined to: a. Wear and tear, freezing, mechanical or electrical breakdown b. Blowouts, punctures or other road damage to tires This exclusion does not apply to such'loss" resulting from the total theft of a covered "auto". However,this exclusion does not include the discharge of an airbag in a covered"auto"you own that inflates due to a cause other than a cause of'loss"set forth in Paragraphs A.1.b and A.1.c.but only: a. If that"auto" is a covered"auto"for Comprehensive Coverage under this policy; b. The airbags are not covered under any warranty; and c. The airbags were not intentionally inflated We will pay up to a maximum of$1,000 for any one"loss". D. Section D. Deductible is deleted and replaced by the following: D. Deductible For each covered"auto", our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the applicable deductible shown in the Declarations subject to the following: Any Comprehensive Coverage deductible shown in the Declarations does not apply to: (1) "Loss"caused by fire or lightning; and (2) "Loss"arising out of theft of your vehicle if your vehicle is equipped with an active GPS tracking system. CAU 058 (05 19) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 3 of 4 Copyright 2018 FCCI Insurance Group. COMMERCIAL AUTO CAU 058(05 19) (3) Glass damage if repaired rather than replaced. SECTION IV—BUSINESS AUTO CONDITIONS is amended as follows: A. The following is added to paragraph a. under section A. Loss Conditions, 2. Duties in the Event of Accident, Claim,Suit or Loss: This duty applies when the"accident", claim, "suit"or"loss" is first known to: (a) You, if you are an individual; (b) A partner, if you are a partnership; (c) An executive officer or insurance manager, if you are a corporation; or (d) A member or manager, if you are a limited liability company. B. Condition 5. Transfer of Rights of Recovery against Others to Us under section A. Loss Conditions is deleted and replaced by the following: 5. Transfer of Rights of Recovery against Others to Us If a person or organization to or for whom we make payment under this coverage form has rights to recover damages from another,those rights are transferred to us. That person or organization must do everything necessary to secure our rights and must do nothing after"accident"or"loss"to impair them. However, if the insured has waived rights to recover through a written contract, or if your work was commenced under a letter of intent or work order, subject to a subsequent reduction in writing of such a waiver with customers whose customary contracts require a waiver,we waive any right of recovery we may have under this coverage form. C. The following is added to Condition 2.Concealment, Misrepresentation or Fraud under section B. General Conditions: However, if you unintentionally fail to disclose any hazards at the inception of your policy,we will not deny coverage under this coverage form because of such failure. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non-renewal. D. Paragraph b. of Condition 5. Other Insurance under section B. General Conditions is deleted and replaced by the following: b. For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own; (1) Any covered "auto"you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented by your"employee"under a contract in that individual "employee's" name,with your permission,while performing duties related to the conduct of your business. However, any"auto"that is leased, hired, rented or borrowed with a driver is not a covered "auto", nor is any"auto"you hire from any of your"employees", partners (if you are a partnership), members (if you are a limited liability company), or members of their households. CAU 058(05 19) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 4 of 4 Copyright 2018 FCCI Insurance Group. Polio #CAA100051065 COMMERCIAL AUTOMOBILE y CAU 082(01 15) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTOMATIC INSURED - BUSINESS AUTO POLICY PRIMARY/NON-CONTRIBUTING WHEN REQUIRED BY CONTRACT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM This endorsement is subject to the terms, conditions, exclusions and any other provisions of the BUSINESS AUTO COVERAGE FORM or any endorsement attached thereto unless changes or additions are indicated below. For the purpose of this endorsement, Section II.A.1. Who Is An Insured is amended by adding the following: 1. Any person or organization when you and such person have agreed in writing in a contract signed and executed by you prior to the loss for which coverage is sought, that such person or organization be added as an "insured" on your auto policy. Such person or organization shall be an "insured" to the extent your negligent actions or omissions impose liability on such "insured"without fault on its part. 2. This insurance is primary and non-contributory to other liability coverages of the person or organization being added to this policy as an "insured" when so required in a written contract or agreement that is executed prior to the loss for which coverage is sought. CAU 082(01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 1 of 1 Copyright 2015 FCCI Insurance Group. Texasmutuar WORKERS' COMPENSATION INSURANCE WORKERS'COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X)Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: All Texas operations 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s)or organization(s)arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following"attaching clause"need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement,effective on 8/12/20 at 12:01 a.m.standard time,forms a part of: Policy no.0002051085 of Texas Mutual Insurance Company effective on 8/12/20 Issued to: WILLIAM J SCHULTZ INC DBA: CIRCLE C CONSTRUCTION COMPANY This is not a bill Authorized representative NCCI Carrier Code: 29939 8/11/20 PO Box 12058,Austin,TX 78711-2058 1 of 1 texasmutual.com 1(800)859-5995 1 Fax(800)359-0650 WC 42 03 04 B 1 00 6 t 25-1 CERTIFICATE OF INSURANCE Psgc! of 1 1 SECTION 00 6125 2 CERTIFICATE OF INSURANCE 1 4 5 6 [Assembler: For Contract Document execution, remove lids page and replace wilh standard 7 ACORD Cer0ficale of fn.surance form.] S 9 10 11 12 13 14 15 16 17 18 1? 20 21 22 23 I 24 END OF SECTION CITY OF FORT WORTS; Watar and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPRCIPICATION DOCUMENTS Project No.102300 Revised July 1,2011 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT E F k i CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March 9,2020 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Definitions and Terminology.......................................................................................................... I 1.01 Defined Terms............................................................................................................................... 1 1.02 Terminology..................................................................................................................................6 Article2—Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time;Notice to Proceed................................................................7 2.03 Starting the Work..........................................................................................................................8 2.04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting..............................................................................................................................8 2.07 Initial Acceptance of Schedules....................................................................................................8 Article 3 —Contract Documents: Intent, Amending, Reuse............................................................................8 3.01 Intent..............................................................................................................................................8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents................................................................. 10 3.05 Reuse of Documents................................................................................................................... 10 3.06 Electronic Data............................................................................................................................ 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 Article5 —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:March9,2020 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and"Or-Equals".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes ...........................................................................................................................................28 6.12 Use of Site and Other Areas .......................................................................................................28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6,16 Hazard Communication Programs .............................................................................................30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work...................................................................................................................32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification.........................................................................................................................33 6.22 Delegation of Professional Design Services ..............................................................................34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 Article7-Other Work at the Site......:............................................................................................................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article8-City's Responsibilities...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data 8.03 Pay When Due 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:March9,2020 Article 10-Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work ...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 11 -Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement......................41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12-Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 -Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Worlc........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title ...................................................................................................54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release ........................................................56 14.09 Waiver of Claims ........................................................................................................................57 Article 15 -Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article 16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March 9,2020 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 I i i CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 00 72 00-1 GENERAL CONDITIONS Pagel of 63 ARTICLE 1 —DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents,the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award—Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Calendar Day—A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Man;h9,2020 00 72 00-1 GENERAL CONDITIONS Page 2 of 63 12. Change Order—A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 13. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 14. 00)Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his/her 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:March 9,2020 00 72 00-1 GENERAL CONDITIONS Page 3 of 63 24. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 25. Day or day—A day, unless otherwise defined, shall mean a Calendar Day. 26. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth,Texas, or his duly appointed representative, assistant, or agents. 27. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 32. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 34. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35. Field Order—A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Man:h9,2020 007200-1 GENERAL CONDITIONS Page 4 of 63 37. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 38. General Requirements—Sections of Division 1 of the Contract Documents. 39. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 40. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 41. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 42. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 43. Major Item —An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or$25,000 whichever is less. 44. Milestone—A principal event specified in the Contract Documents relating to an intennediate Contract Time prior to Final Acceptance of the Work. 45. Notice of Award—The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs—Polychlorinated biphenyls. 48. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 49. Plans—See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Match 9,2020 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:Man:h9,2020 00 72 00-1 GENERAL CONDITIONS Page 6 of 63 62. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 63. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 64. 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. 65. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 66. 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. 67. 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. 68 Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 69. Weekend Worldng 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. 70. 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, 71. Working Day—A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m, and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Ternis or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Matrh9,2020 00 72 00-1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2—PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time;Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March 9,2020 00 72 00-1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to 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 all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof)to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Mml19,2020 00 72 00-1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes,Laws, and Regulations 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 00 72 00-1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1, have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 00 72 00-1 GENERAL CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's on-line electronic document management and collaboration system site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March 9,2020 00 72 00-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site(except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members,partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1, is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4, is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Match 9,2020 00 72 00-I GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities i 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, j including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated. 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 00 72 00-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25%will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members,partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Man;h9,2020 007200-1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work;or(ii)specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe,or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity x 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:Mash 9,2020 00 72 00-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5—BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates 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:March9,2020 00 72 00-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement,which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property&Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 00 72 00-I GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions,revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act(Texas Labor Code,Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Mawh9,2020 007200-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 007200-1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1, for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, ai d Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Marrh9,2020 00 72 00-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 00 72 00-1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March 9,2020 00 72 00-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means,method,technique,sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each I proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor I to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or-equal."City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Man h 9,2020 00 72 00-1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges)attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract,unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C), C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. 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 request by City, allow an audit and/or examination of any books,records, or files in the possession of the Contractor that will substantiate the actual work performed by 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 00 72 00-1 GENERAL CONDITIONS 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 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March 9,2020 007200-1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11 th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. 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 City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Man:h9,2020 00 72 00-I GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design,process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The E 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:March9,2020 M72 I)- 1 GENERAL CONDITIONS pagc 29 of63 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 riot relieve Contractor of Contractor's obligations under Paragraph 3 M. C. Changes in Laws or regulations not known at the time of opening of Rids having an effect an the cost or time of performance of the Wort{ 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. httV://www.witxdow,state.tx.us/laxinfoltaxformO3-forms.htm] 6.12 Use of Sate and 01her Areas A. Limitation on Use of Si to and Other Areas,- Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed ur 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 PORT WORTH 5TANDA WCONSTRUCEON SPECIFICATION DOCUMENTS Revision;MaKh9,2mu 00 72 00-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials,rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 00 72 00-1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3, other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Coninninication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 00 72 00-1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions,specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 00 72 00-1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Man U 9,2020 00 72 00-1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection,test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless,at its own expense,the City, its officers, servants and employees,from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Matrh9,2020 00 72 00-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means,methods,techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March 9,2020 00 72 00-1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race,color,or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7—OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site,provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Mateh9,2020 00 72 00-1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 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:March 9,2020 00 72 00-1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9—CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is identified in the Supplementary Conditions. 9.02 Visits to Site z A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Mamh9,2020 007200-I GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations fog° 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 Requirenients 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:Manh9,2020 00 72 00-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1, changes in the Work which are: (i)ordered by City pursuant to Paragraph 10.01.A, (ii)required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or(iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance,the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Man;19,2020 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12,02, 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1, deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Match 9,2020 00 72 00-1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11 —COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.013, 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 j 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:Maa;h9,2020 00 72 00-1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Man h 9,2020 00 72 00-1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded. The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.1 or specifically covered by Paragraph 11.01.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 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Maruh9,2020 00 72 00-1 GENERAL CONDITIONS Page 44 of 63 a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if 1, the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 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:March9,2020 007200-1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b, a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement i A. Plans quantities may or may not represent the exact quantity of work performed or material moved, t handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. c B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error,or to correct an error on the plans,the plans quantity will be increased or decreased by the amount involved in the change, and the 25%variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 00 72 00-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1, where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved(subject to the provisions of Paragraph 11.03); or 2, where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.0l.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work(determined as provided in Paragraph 11.01)plus a Contractor's fee for overhead and profit(determined as provided in Paragraph 12.01.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 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.0l.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Man:h9,2020 00 72 00-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. E E 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:Mamh9,2020 00 72 00-1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible,with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 00 72 00-1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor,material, and equipment. 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:March9,2020 00 72 00-1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule,whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2)years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1, repair such defective land or areas; or 2, correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4, satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs)arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others)will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 00 72 00-1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim,pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of,the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 00 72 00-1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Match9,2020 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 the completed Work has been damaged by the Contractor or his subcontractors,requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March 9,2020 00 72 00-1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty,but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because; a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 007200-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed 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 by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is 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. 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 of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection,City will notify the Contractor in writing of the reasons and Contract Time will resume. 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:March 9,2020 00 72 00-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered)by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Mare19,2020 007200-1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15—SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March 9,2020 00 72 00-I GENERAL CONDITIONS Page 58 of 63 15.02 City May Terininate 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 #20020-12-2011 established 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:March9,2020 00 72 00-I GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work,or any portion thereof,may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March 9,2020 007200-I GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2, place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3, terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4, transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Matuh9,2020 00 72 00-1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for(without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it,the amount, if any, due to the Contractor by reason of the termination ` and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16—DISPUTE RESOLUTION 16.01 Methods wid 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 10.06.13 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:Mareh9,2020 00 72 00-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3, gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17—MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March9,2020 00 72 00-1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. i I t CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:March 9,2020 00 73 00 SUPPLEMENTARY CONDITIONS Page 1 of 6 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 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 January 19,2021: Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None 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 Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,2020 00 73 00 SUPPLEMENTARY CONDITIONS Pago 2 of 6 SC-4.0IA.2,"Arailahi1ity of Lands" Utilities or obstructions to be removed,adjusted,anWor relacated The following is list Dfutilities arid/or obstruct ions that have not been removed,adjusted,a ndVor reloc ated as of January 19,2021. 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 hind the City. SC-4.02A.,"Subsurface and Physical Conditions" The following are repvtts of explorations and tests of subsurface conditions at the site of the Work; Report No.6200952 dated May 20,2020,prepared by Alpha Testing,a sub-crosultant ofNeei-Schaffer, Inc., a consultant of the City,providing additional information on Geolechnical Investigation, Report No. 14345748 dated April 27,2020,prepared by Rone Engineering,a sub-consuitant of the City of Fart Wort,providing additional information on Corings, The following are drawings of physical conditions in or reiating to existing surface and subsurface structures(except Underground Facilities)which are at or cundguotzs to the site of the Work: None. SC4.06A,,"Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to(hc City; None. SC-5.03A.,"Certil-rcates of Insurance" The entities listed below are "additional insureds as their interest may appear" including tile ir respective officers,directors,agents and employees. (1) City (2) Consultant: Neel-$chaffer,lne. (3) Other: None [Obtaen appr oval for(he hauls.shown for SC 5.0"1hr u 5.04D. finm City befbrtr,fitrahzing Conn racl Ddeuntcnis] SC-5.04A.,"Contractor's Insurance" The limits of liability For the insurance required by Paragraph GC-5.04 shal l 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. CITY OF FORT WORTH Water and Sunilary Seaver Replacement Coidract 2U 19,WSM-D STANDARD CONSTRUCTION SPECMCAT10N DDCUMENTS Arnicot>au.102300 Revised March 9,20= 0073 40 SUPPLEMENTARY CONDITIONS Page 3of6 Stalurory lilrrifs Employer's habdity $100,000 each accidenllnecurr•ence $100,000 Diserae-each employee $540,000 Disease-policy hinif SC-5.104B.,"Contractor's lnsursnee" 5.04B. Commercial General Liability, under Paragraph GC-5.048.Contractor's Liability Insurance under Paragraph GC-5.04B.,which shall be an a per project basis covering the Contractor with minimum limits of: ,$1,000,000 each ovearrence $2,000,000 aggregate limit The policy must have an endorsement(Amendment—Aggregate Limits of insurance)malting the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide"`C","C",and"U"cov ge's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 5C 5.04C.,"Contractor's Insurance" 5.94C. Automobile Liability,under Paragraph OC-5.W.Contractor's Liability Insurance under Paragraph OC-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 nun-owned. $1,000,000 each accident on a combined single Limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily hijury per person f $500,000 Bodily Injury per accfdenr I $100,000 Property Damage SC-5.04D.,"Contractor's insurance" The Contractor's comiruction activitirs will require its employees,agents,subcontractors,equipment,and material deliveries to cross railroad properties and trauks_ None. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of ifs/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 ofeach railroad company and be prepared to execute the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts,issued by companies satisfactory to the City and to the Railrosd Company for a tenn that continues for so long as the Corttractor'S operations and work cross, OCCupy,or touch railroad property: C17Y OF FORT WORTH Waxer and Sanitary Sewer Replavc=0 Contract 2U 19,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Pn Aoct Nc. 101100 Revised March 4,2020 0073 00 Sk11TI-HIM ENTARY COND I'll ON5 Pagc 4 of 6 (i) General Aggregate: Xorr rrrtt Lirrrits with Raiir'aad (2) Each Occurrence: S onfirin Limits ividh Ruii vad _Required for this Coom act X Not r•egvired for this Contract <Provide an "X"next to Ilse appropriate seteedmi above based orl the Co?rtr•acr regtdrenteuts> With aspect to the above outlined insurance requirements,the fallowing shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad cornpany, However, if more than one grade separation or at-grade criz�asing 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-ways the Contractor may he required to provide separate insurance policies in the name of each railroad company. 3. if,in addition to a grade separation or an A-grade crossing,other work or activity is proposed en 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 roust 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 mey be at two or more separate locations. No work or activities on a railroad company's property to be perforated 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 trust 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 andfor 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 trades involved in the Project. SC-6.04.,44Project Schedule" Project schedule shall be tier 2 for[lie project. SC-6.07.,"Wage Rates" The following is the prevailing wage rate tables)applicable to this project and is provided in Ilse Appendixes: 2013 prevailing Wage bates (Heavy and Highway Construction Projects) A copy of the table is also available by accessing the City's welrsite at: htt s.I/a s.fol•tworthtexas. ov/Ptio'ectRestiureesf You can access the file by following tine directory path: crTY OF FORT WORT11 Watcr and Sanhory Sewer Replacement Cantrael2vi9,wsid-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,202t} 007300 SUPPLRMFMTARY CONDITIONS Pap 5 of 6 02-Construction Docurnents/SpeciftcationslL MO —General Conditions SC-6.09.,"Permits and Udi ties" SC-6.09A.,"Contractor obtained permits and licenses" The fQJlOwinA are known permits and/or licenses required by the Contract to be acquired by the Centvactor: Norse t. <List all known permits or licenses that are being provided by the Can tractor to TCEQ> 2. <List all other blown permits or licenses that atv being provided by the Contractor> 5C-6.09B."City obtained permits and licenses" The following arc known permits and/or Iicenges required by the Contract to be acquired by the City: None 3. <LW all iurawri permits or licenses that are being provided by the City to TxDO7,- 4. <L&I arti knomi permits or licenses that are being provided by the City tv USACE> 5. <List all known permits or licenses that are being provided by the City to TrEQ> 6. <L.rst all known permits or!creases that are being provided by the City to Railroad> 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 January 19, 2021: Outstanding Permits and/or Llccnses to Be Acquired OWNER PFRMIT OR LICIiNSE AND LOCATION TARGET DATE OF POSSESSION None SC-7.02.,"Coo rdinat ion '° i r The individuals or entities listed below have contracts with the City for the performance of other work at the Site; None Vendor Scope of Work Coordination Authority <List fidl Vendor Name> <List services being vavided> <List 'VI Y"> 5C-9.01.,"City's Project Manager" The City's Froject Manager for this Contract is Liarn Conlon, or hislliersuccessor pursuant to written notification from the Director of the Water Department. CITY OF FORT WORTH Wnler a,id Sanitary Sewer Replaodinuit Contract 2019,WSM 0 $TANDARI)OONSTRUC1`IOMSPECIF[CATIONDOCUMENTS PrejcctNo, 102300 Revised March 9,2020 00 73 00 SUPPLEMENTARY CONDITIONS Page 6 of 6 SC-13.03C.,"Tests and Inspections" None SC-16.01C.1,"Methods and Procedures" None END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative"wording changed to City's Project Manager. 3/9/2020 D.V. Magana SC-6.07, Updated the link such that files can be accessed via the City's website. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,2020 011100-1 SUMMARY OF WORK Pagel of 3 SECTION 01 11 00 SUMMARY OF WORK PART1 - GENERAL 1.1 SUMMARY 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] I 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 WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 01 11 00-2 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 flee 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. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 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] PART 2- PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 01 25 00-1 SUBSTITUTION PROCEDURES Pagel of 4 SECTION 0125 00 SUBSTITUTION PROCEDURES PART1 - GENERAL 1.1 SUMMARY 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 detennined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 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 l. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 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 DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 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 WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 31 19-1 PRECONSTRUCTION MEETING Pagel of 3 SECTION 01 31 19 PRECONSTRUCTION MEETING PART1 - GENERAL 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 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. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded,tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting,prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised August 17,2012 0131 19-2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 0132 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre-Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised August 17,2012 01 31 19-3 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] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised August 17,2012 01 31 20- 1 PROJECT NI EETINGS Page I of 3 SECTION 0131 20 PROJECT MEETINGS [Sperifier, This,5pecif cattat[ is in rended fov use on projects designated as TFer 3 or Tier 4.1 FART 1 - GENERAL 1.1 SUMMARY A- Section Includes: 1. Provisions for project meeliags throughout the cone mclion period to enable orderly review of the progress of the Work and to provide for systernatic discussion[of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to- 1. Division Q—Bidding Requirements,Contract Farms 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 considercd subsidiary to the various items bid. Nu separate payment will be allowed for this ltcm. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination L 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 mpresents. 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, he-Construction Neighborhood Meeting l. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Mcetipig with affected residents to: a. Present proiceted 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 c"OF FORT WORTH Water and Saailary Sewcr Replacement Contract Hl9.WSM-D STANDARD CiGN9TRUCTION SPECIF[CATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 31 20-2 PROJECT MEETINGS Page 2 of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general,the neighborhood meeting will occur within the 2 weeks following the pre-construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as- needed basis. Such additional meetings shall include,but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings,prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations,problems, conflicts c. Items which impede construction schedule d. Review of off-site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. 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 FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 013120-3 PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable,meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 013216-1 CONSTRUCTION PROGRESS SCHEDULE Pagel of 5 SECTION 0132 16 CONSTRUCTION PROGRESS SCHEDULE PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements for the preparation, submittal,updating, status reporting and management of the Construction Progress Schedule 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance Document 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 A. Definitions 1. Schedule Tiers a. Tier 1 -No schedule submittal required by contract. Small,brief duration projects b. Tier 2 -No schedule submittal required by contract,but will require some milestone dates. Small,brief duration projects c. Tier 3 - Schedule submittal required by contract as described in the Specification and herein.Majority of City projects, including all bond program projects d. Tier 4 -Schedule submittal required by contract as described in the Specification and herein. Large and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity e. Tier 5 - Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations,high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule -Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 3. Progress Schedule -Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 32 16-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 4. Schedule Narrative -Concise narrative of the schedule including schedule changes, expected delays,key schedule issues, critical path items, etc B. Reference Standards 1. City of Fort Worth Schedule Guidance Document 1.4 ADMINISTRATIVE REQUIREMENTS A. Baseline Schedule 1. General a. Prepare a cost-loaded baseline Schedule using approved software and the Critical Path Method(CPM) as required in the City of Fort Worth Schedule Guidance Document. b. Review the draft cost-loaded baseline Schedule with the City to demonstrate understanding of the work to be performed and known issues and constraints related to the schedule. c. Designate an authorized representative(Project Scheduler)responsible for developing and updating the schedule and preparing reports. B. Progress Schedule 1. Update the progress Schedule monthly as required in the City of Fort Worth Schedule Guidance Document. 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 3. Change Orders a. Incorporate approved change orders, resulting in a change of contract time, in the baseline Schedule in accordance with City of Fort Worth Schedule Guidance Document. C. Responsibility for Schedule Compliance 1. Whenever it becomes apparent from the current progress Schedule and CPM Status Report that delays to the critical path have resulted and the Contract completion date will not be met, or when so directed by the City,make some or all of the following actions at no additional cost to the City a. Submit a Recovery Plan to the City for approval revised baseline Schedule outlining: 1) A written statement of the steps intended to take to remove or arrest the delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work and return current Schedule to meet projected baseline completion dates 3) Increase the number of working hours per shift, shifts per day,working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog of work 4) Reschedule activities to achieve maximum practical concurrency of accomplishment of activities, and comply with the revised schedule 2. If no written statement of the steps intended to take is submitted when so requested by the City, the City may direct the Contractor to increase the level of effort in manpower(trades), equipment and work schedule(overtime, weekend and holiday work, etc.) to be employed by the Contractor in order to remove or arrest the delay to the critical path in the approved schedule. a. No additional cost for such work will be considered. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 D. The Contract completion time will be adjusted only for causes specified in this Contract. a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to determine whether the requested extension of time is entitled under the provisions of this Contract. a) The City will, after receipt of such justification and supporting evidence,make findings of fact and will advise the Contractor, in writing thereof. 2) If the City finds that the requested extension of time is entitled,the City's determination as to the total number of days allowed for the extensions shall be based upon the approved total baseline schedule and on all data relevant to the extension. a) Such data shall be included in the next updating of the Progress schedule. b) Actual delays in activities which, according to the Baseline schedule, do not affect any Contract completion date shown by the critical path in the network will not be the basis for a change therein. 2. Submit each request for change in Contract completion date to the City within 30 days after the beginning of the delay for which a time extension is requested but before the date of final payment under this Contract. a. No time extension will be granted for requests which are not submitted within the foregoing time limit. b. From time to time, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect the effects of job conditions,weather, technical difficulties, strikes,unavoidable delays on the part of the City or its representatives, and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. 1) Under such conditions,the City will direct the Contractor to reschedule the work or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule accordingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor shall take all possible action to minimize any time extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 3. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the latest finish date of a chain of activities on the Baseline Schedule. a. Float or slack time is not for the exclusive use or benefit of either the Contractor or the City. b. Proceed with work according to early start dates, and the City shall have the right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 0132 16-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 c. Acknowledge and agree that actual delays, affecting paths of activities containing float time,will not have any effect upon contract completion times, providing that the actual delay does not exceed the float time associated with those activities. E. Coordinating Schedule with Other Contract Schedules 1. Where work is to be performed under this Contract concurrently with or contingent upon work performed on the same facilities or area under other contracts,the Baseline Schedule shall be coordinated with the schedules of the other contracts. a. Obtain the schedules of the other appropriate contracts from the City for the preparation and updating of Baseline schedule and make the required changes in his schedule when indicated by changes in corresponding schedules. 2. In case of interference between the operations of different contractors,the City will determine the work priority of each contractor and the sequence of work necessary to expedite the completion of the entire Project. a. In such cases, the decision of the City shall be accepted as final. b. The temporary delay of any work due to such circumstances shall not be considered as justification for claims for additional compensation. 1.5 SUBMITTALS A. Baseline Schedule 1. Submit Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. a. Native file format includes: 1) Primavera(P6 or Primavera Contractor) 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and bring in hard copy to the meeting for review and discussion. B. Progress Schedule 1. Submit progress Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit progress Schedule monthly no later than the last day of the month. C. Schedule Narrative 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit schedule narrative monthly no later than the last day of the month. D. Submittal Process 1. The City administers and manages schedules through Buzzsaw. 2. Contractor shall submit documents as required in the City of Fort Worth Schedule Guidance Document, 3. Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules are required. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 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. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 3233-1 PRECONSTRUCTION VIDEO Page I of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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 FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 3233-2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. t02300 Revised July 1,2011 01 33 00-1 SUBMITTALS Page 1 of 8 SECTION 0133 00 SUBMITTALS PART1 - GENERAL 1.1 SUMMARY 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 f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 013300-2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 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 %2 inches x I I inches to 8 '/2 inches x 11 inches. 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 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 013300-3 SUBMITTALS Page 3 of 8 2, The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product,with the Specification Section number,page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes,but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/installation(working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates 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 l. For submittals of product data for products included on the City's Standard Product List,clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include,but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 01 33 00-4 SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H. Samples 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) CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 01 33 00-5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples,where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance,the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under I of the following codes: a. Code I 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 01 33 00-6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 01 33 00-7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded,will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include,but are not necessarily limited to,complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information(RFI) 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] CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 01 33 00-8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 Q13513-1 S?W- 1AL PROJECT PROCEDURES page 1 of S 1 SECTION 013513 z SPECIAL PROJECT PROCEDU"S 3 [Te_rt in Blue is far inllfarmation or guidance. Remove all blue lexi in the final project document.] 4 PART 1 - GENERAL 5 1.1 SUMMARY 6 A, Section Includes- 7 1. The procedures for special project circumstances that includes,but is not limited to: & a. Coordination with the Texas Department of Transportation 9 b. Work near high Voltage Lines to c. Confined Space Entry Program 1 h d. Air Pollution Watch Days 12 e. Use of Explosives,Drop Weight,Etc. 13 f. Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers lb i. Coordination within Railroad permits areas 17 j. Dust Control Is k. Employee Parking 19 1. {Coordination with North Central Texas Council of Govern:meats Clean 20 ConstrucheR Specifrcarion[remove if not required]) 21 B. Deviations from this City of"Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include,but are not necessarily limited to: 24 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 25 2. Division l —General Requirements 26 3, Section 33 12 25—Connection to Existing Water Mains 27 1.2 PRICE AND PAYMENT PROCEDURES 28 A•1 Measurement and Payment 29 1. Coordination within Railroad permit areas 30 a. Measurement 31 1) Measurement for this Item will be by lamp sum. 32 b, Payment 33 1) The work performed and materials furnished in accordance with this Item 34 will be paid for at the lump sum price bid for Railroad Coordination. 35 c. The price bid shall include: 36 1) Mobilization 37 2) Inspection 39 3) Safety training 39 4) Additional Insurance 40 5) Insurance Certificates CITY OF FORT WORTH Waler and Sanitary sewer Replactdnent Conrra A 2019,WSM-D STANDARD CONSTRUCT10N SPECIF[.CAT[OTd l`]OCUMENT5 Project No.102300 ?.wised December 20,2012 01 35 13-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 6) Other requirements associated with general coordination with Railroad, 2 including additional employees required to protect the right-of-way and 3 property of the Railroad from damage arising out of and/or from the 4 construction of the Project. 5 2. Railroad Flagmen 6 a. Measurement 7 1) Measurement for this Item will be per working day. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 will be paid for each working day that Railroad Flagmen are present at the 11 Site. 12 c. The price bid shall include: 13 1) Coordination for scheduling flagmen 14 2) Flagmen 15 3) Other requirements associated with Railroad 16 3. All other items 17 a. Work associated with these Items is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification,unless a date is specifically cited. 24 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 25 High Voltage Overhead Lines. 26 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction 27 Specification 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Coordination with the Texas Department of Transportation 30 1. When work in the right-of-way which is under the jurisdiction of the Texas 31 Department of Transportation (TxDOT): 32 a. Notify the Texas Department of Transportation prior to commencing any work 33 therein in accordance with the provisions of the permit 34 b. All work performed in the TxDOT right-of-way shall be performed in 35 compliance with and subject to approval from the Texas Department of 36 Transportation 37 B. Work near High Voltage Lines 38 1. Regulatory Requirements 39 a. All Work near High Voltage Lines (more than 600 volts measured between 40 conductors or between a conductor and the ground) shall be in accordance with 41 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 42 2. Warning sign 43 a. Provide sign of sufficient size meeting all OSHA requirements. 44 3. Equipment operating within 10 feet of high voltage lines will require the following 45 safety features CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 01 35 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Insulating cage-type of guard about the boom or arm 2 b. Insulator links on the lift hook connections for back hoes or dippers 3 c. Equipment inust meet the safety requirements as set forth by OSHA and the 4 safety requirements of the owner of the high voltage lines 5 4. Work within 6 feet of high voltage electric lines 6 a. Notification shall be given to: 7 1) The power company(example: ONCOR) 8 a) Maintain an accurate log of all such calls to power company and record 9 action taken in each case. 10 b. Coordination with power company 11 1) After notification coordinate with the power company to: 12 a) Erect temporary mechanical barriers,de-energize the lines, or raise or 13 lower the lines 14 c. No personnel may work within 6 feet of a high voltage line before the above 15 requirements have been met. 16 C. Confined Space Entry Program 17 1. Provide and follow approved Confined Space Entry Program in accordance with 18 OSHA requirements. 19 2. Confined Spaces include: 20 a. Manholes 21 b. All other confined spaces in accordance with OSHA's Permit Required for 22 Confined Spaces 23 D. Air Pollution Watch Days 24 1. General 25 a. Observe the following guidelines relating to working on City construction sites 26 on days designated as"AIR POLLUTION WATCH DAYS". 27 b. Typical Ozone Season 28 1) May 1 through October 31. 29 c. Critical Emission Time 30 1) 6:00 a.m. to 10:00 a.m. 31 2. Watch Days 32 a. The Texas Commission on Environmental Quality(TCEQ), in coordination 33 with the National Weather Service,will issue the Air Pollution Watch by 3:00 34 p.m. on the afternoon prior to the WATCH day. 35 b. Requirements 36 1) Begin work after 10:00 a.m. whenever construction phasing requires the 37 use of motorized equipment for periods in excess of 1 hour. 38 2) However,the Contractor may begin work prior to 10:00 a.m. if. 39 a) Use of motorized equipment is less than 1 hour, or 40 b) If equipment is new and certified by EPA as "Low Emitting", or 41 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 42 alternative fuels such as CNG. 43 E. TCEQ Air Permit 44 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 45 F. Use of Explosives, Drop Weight, Etc. 46 1. When Contract Documents permit on the project the following will apply: CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 0135 13-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 a. Public Notification 2 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 3 prior to commencing. 4 2) Minimum 24 hour public notification in accordance with Section 01 31 13 5 G. Water Department Coordination 6 1. During the construction of this project, it will be necessary to deactivate, for a 7 period of time, existing lines. The Contractor shall be required to coordinate with 8 the Water Department to determine the best times for deactivating and activating 9 those lines. 10 2. Coordinate any event that will require connecting to or the operation of an existing 11 City water line system with the City's representative. 12 a. Coordination shall be in accordance with Section 33 12 25. 13 b. If needed, obtain a hydrant water meter from the Water Department for use 14 during the life of named project. 15 c. In the event that a water valve on an existing live system be turned off and on 16 to accommodate the construction of the project is required, coordinate this 17 activity through the appropriate City representative. 18 1) Do not operate water line valves of existing water system. 19 a) Failure to comply will render the Contractor in violation of Texas Penal 20 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 21 will be prosecuted to the full extent of the law. 22 b) In addition, the Contractor will assume all liabilities and 23 responsibilities as a result of these actions. 24 H. Public Notification Prior to Beginning Construction 25 1. Prior to beginning construction on any block in the project, on a block by block 26 basis,prepare and deliver a notice or flyer of the pending construction to the front 27 door of each residence or business that will be impacted by construction. The notice 28 shall be prepared as follows: 29 a. Post notice or flyer 7 days prior to beginning any construction activity on each 30 block in the project area. 31 1) Prepare flyer on the Contractor's letterhead and include the following 32 information: 33 a) Name of Project 34 b) City Project No (CPN) 35 c) Scope of Project(i.e. type of construction activity) 36 d) Actual construction duration within the block 37 e) Name of the contractor's foreman and phone number 38 f) Name of the City's inspector and phone number 39 g) City's after-hours phone number 40 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 41 A. 42 3) Submit schedule showing the construction start and finish time for each 43 block of the project to the inspector. 44 4) Deliver flyer to the City Inspector for review prior to distribution. 45 b. No construction will be allowed to begin on any block until the flyer is 46 delivered to all residents of the block. 47 I. Public Notification of Temporary Water Service Interruption during Construction CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 01 35 13-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 1. In the event it becomes necessary to temporarily shut down water service to 2 residents or businesses during construction,prepare and deliver a notice or flyer of 3 the pending interruption to the front door of each affected resident. 4 2. Prepared notice as follows: 5 a. The notification or flyer shall be posted 24 hours prior to the temporary 6 interruption. 7 b. Prepare flyer on the contractor's letterhead and include the following 8 information: 9 1) Name of the project 10 2) City Project Number 11 3) Date of the interruption of service 12 4) Period the interruption will take place 13 5) Name of the contractor's foreman and phone number 14 6) Name of the City's inspector and phone number 15 c. A sample of the temporary water service interruption notification is attached as 16 Exhibit B. 17 d. Deliver a copy of the temporary interruption notification to the City inspector 18 for review prior to being distributed. 19 e. No interruption of water service can occur until the flyer has been delivered to 20 all affected residents and businesses. 21 f. Electronic versions of the sample flyers can be obtained from the Project 22 Construction Inspector. 23 J. Coordination with United States Army Corps of Engineers(USAGE) 24 1. At locations in the Project where construction activities occur in areas where 25 USACE permits are required,meet all requirements set forth in each designated 26 permit. 27 K. Coordination within Railroad Permit Areas 28 1. At locations in the project where construction activities occur in areas where 29 railroad permits are required,meet all requirements set forth in each designated 30 railroad permit. This includes,but is not limited to,provisions for: 31 a. Flagmen 32 b. Inspectors 33 c. Safety training 34 d. Additional insurance 35 e. Insurance certificates 36 f. Other employees required to protect the right-of-way and property of the 37 Railroad Company from damage arising out of and/or from the construction of 38 the project. Proper utility clearance procedures shall be used in accordance 39 with the permit guidelines. 40 2. Obtain any supplemental information needed to comply with the railroad's 41 requirements. 42 3. Railroad Flagmen 43 a. Submit receipts to City for verification of working days that railroad flagmen 44 were present on Site. 45 L. Dust Control 46 1. Use acceptable measures to control dust at the Site. 47 a. If water is used to control dust, capture and properly dispose of waste water. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.102300 Revised December 20,2012 4t3515-6 SPECIAL PROJECT PROCM U ICES Page d of 8 t b. If wet saw cutting is performed,capture and properly dispose of slurry. 2 M. Einpioyee Parking 3 1. Provide parking for employees at locations approved by the City, 4 N, [Coordination with North Central Texas Council of Governments(NCI'COG) Clean 5 Construction Specification [if required for the project— verify with City] 6 1. Comply with equipment, operational, reporting and enforcement requirements set 7 forth in NCTCOG's Clean Construction Specification.) S 1.5 SUBMITTALS DIVOT USED] 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS INOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] l l 1.8 MAINTENANCE MATERIAL SUBMITTALS ]NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1,10 DELIVERY,STORAGE,AND HANDLrING [NOT USED] 14 1.11 FIELD ]SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY INOT USEDI 16 PART 2- PRODUCTS ]NUT USED] 17 PART 3- EXECUTION INOT USED] 18 END OF SECTION 19 Revision Lug DATE NAME SUMMARY OF CHANGE 1.4,8—Added requirement ofcompIiance with Health and Safety Cade,Title 9. 8J31/2012 D.Johnson Safety,5nWitta A. Public Safety,Chapter 752,!High Voltage Overhead Lines. 1.4.E—Added 01rltractor respoinsibilhy far obtaining a TCEQ Air i}en},it �Q CITY OF FORT WORTH Water and Sanitary St war Replgoemenl Cmtract 2019,W5M-D STANDARD CONSTRUCTION SPBCIFICAVON DOCUMENTS Froject No.102300 Revised December 20,2012 0135 13-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 0135 13-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 I EXHIBIT B 2 FORT WORTH Date: DOE NO.XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR 3 - 4 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 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 WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,2020 01 45 23 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution(if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V,Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,2020 01 50 00-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 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 1. None. C. Related Specification Sections include,but are not necessarily limited to: l. 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. 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 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 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 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 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 [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 A. Temporary Facilities CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 015000-4 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 DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 55 26-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1 - 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 i 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. When traffic control plans are included in the Drawings,provide Traffic Control in accordance with Drawings and Section 34 71 13. b. 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. 1) Allow minimum 10 working days for review of proposed Traffic Control. 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. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) 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 Control plans 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 Buzzsaw website. 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 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 55 26-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 3125 00—Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid, No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification,unless a date is specifically cited. 2. Integrated Storm Management(iSWM)Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 0157 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 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System(TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division,(817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System(TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division,(817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 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 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 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 0133 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 i 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 SECTION 0158 13 TEMPORARY PROJECT SIGNAGE PART1 - GENERAL 1.1 SUMMARY 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 i 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] E 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES,AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 0158 13-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/a-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed,upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE i CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 60 00 PRODUCT REQUIREMENTS Page 1 of 2 SECTION 0160 00 PRODUCT REQUIREMENTS PART1 - GENERAL 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 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https:Happs.fortworthtexas.gov/ProjectResources/and following the directory path; 02 -Construction Documents/Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List,not all products from that manufacturer are approved for use, including but not limited to,that manufacturer's standard product. E. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL 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 Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,2020 01 6000 PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 3/9/2020 D.V.Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised March 9,2020 01 66 00-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Pagel of 4 SECTION 0166 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: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be pennitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 66 00-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off-site storage and protection when on-site storage is not adequate. a. Provide addresses of and access to off-site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control 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. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No, 102300 Revised July 1,2011 01 66 00-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non-Conforming Work 1. Reject all products or equipment that are damaged,used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 66 00-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 7U 00-1 MOBILIZATION AND REMOBUZA110N Page] 0r6 1 SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION 3 (Text in Blue is for 0iformation or guidance, Remove all blue iexi A the final project documeia.j 4 PART 1 - GENERALL s 1.1 SUMMARY 6 A. Section Includes: 7 1. Mobilization and Demobilization 8 a. Mobilization 9 1) Transportation of Contractor's personnel, equipment,and operating supplies 10 to the Site 11 2) Establishment of necessary general facilities for the Contractor's operal ion 12 at the Site 13 3) premiums paid for performance.and payment bonds 14 4) Tran5port$tion of Contractor's personnel,equipment, and operating supplies 15 to another location within the designated Site 16 5) Relocation of necessary general facilities for the Contractor's operation 17 from 1 location to another location on the Site. 18 b. Demobilization 19 1) Transportation of Contractor's personnel,equipment, and operating supplies 20 away from the Site including disassembly 21 2) Site Clean-up 22 3) Removal of all buildings and/or other facilities assembled at the Site for this 23 Contract 24 c. Mobilization and Demobilization do not include activities for specific items of 25 work that are for which payment is provided elsewhere in the contract. 26 2. Remobilization 27 a. Remobilization for Suspension of Work specifically required in the Contract 28 Documents or as required by City includes: 29 1) Demobilization 34 a) Transportation of Contractor's personnel,equipment, and operating 3l supplies from the Site including disassembly or temporarily securing 32 equipment, supplies,and other facilities as designated by the Contract 33 Documents necessary to suspend the Work. 34 h) Site Clean-up as designated in the Contract Documents 35 2) Remobilization 36 a) Transportation of Contt-actor'S personnel,equipment, and operating 37 supplies to the Site necessary to resume the Work. 38 b) Establishment of necessary general facilities for the Contractor's 39 operation at the Site necessary to resume the Work. 40 3) No Payments will be made for: 41. a) Mobilization and Demobilization from one location to another cn the 42 Site in the normal progress of performing the Work. 43 b) Stand-by or idle time 44 c) Lost profits CITY OF FORT WORTH Water and Sanitary Sewer Replacement Conlrad 2019,W5M-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Projccl No. 102300 Revised November 22,2D16 01 70 00-2 MOBILIZATION AND REMOR I L12ATTON PaSc 2 of 6 1 3. Mobilizations and Demobilization for Miscellaneous Projects 2 a. Mobilization and Demobilization 3 1) Mobilization shall consist of the activities and cost on a Work Order basis 4 necessary for; 5 a) Transportation of Contractor's personnel, equipment, and operating 6 supplies to the Site for the issued Work Order: 7 b) Establishment of necessary general facilities for the Contractor's 8 operation at the Site fpr the issued Work Order 9 2) Demobilization shall consist of the activities and cost necessary for: 10 a) Transportation of Contractor's personnel, equipment, and operating I 1 supplies from the Site including disassembly for each issued Work 12 Order 13 b) Site Crean-up for each issued Work Order 14 c) Removal of all buildings or otber facilities assembled at the Site for 15 each Work Oder 16 b. Mobilization and Demobilization do not include activities for specific items of 17 work for which payment is provided elsewhere in the contract. is 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 19 a. A Mobilization for M is cell aneaus Projects when directed by the City and the 20 mobilization occurs within 24 hours of the issuance of the Work Order. 21 B. Deviations from this City of Fort Worth Standard Specification 22 1, Alone. 23 C. Related Specification Sections include,but are not necessarily limited 1w 24 1. Division 0--Bidding Requirements,Contract Forins and Conditions of the Contract 25 2. Division 1 —General Requiremews 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and payment[Consult City DepartinentlDivision for direction an if 28 Mobilization pay item to be included ar the item should be subsidiary. Include the 29 appropriate Section 1.2 A. 1.] 30 1 Mobilization and Demobilization flf'subsidiary] 31 a. Measure 32 1) This Jteni is considered subsidiary to the various Items bid. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 are subsidiary to the various Items bid and no other compensation will be 36 allowed. 37 [OR] 38 1_ Mobilization and Temobilization flf bid itent includedfor Mobilization— 39 Consultairt to provide a rnrzrimunr %of adjusted contract amount based on the 40 awicipated mohiiizxioir costs to limit the amount bid for This flentj 41 a. Measure 42 1) This Item will be measured by the lump sutra or each as the work 43 progresses, Mobilization is calculated on the base bid only and will not be 44 paid for separately on any additive alternate items added to the Contract. 45 2) Demobilization shall be considered subsidiary to the various bid items, 46 b. Payment CITY OF FORT WORTH Water and Sanitary Sewer Raplacemcnt Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.IU2300 Revised November 22,2016 01 70 00-3 MOBIL17ATION AND REMOMLIZATION Page 3 of fi 1 1) For this Item,the adjusted Contract amount will be calculated as the total 2 Contract amount less the lump sum for mobilization. MobiRzation shal l be 3 made in partial payments as follows. 4 a) When 1%of the adjusted Contract amount for construction Items is 5 earned, 50% of the mobilization lump sum bid or[Insei-r ''2 the nia, in uni 6 allowed] °fie of the total Contract amount,whichever is less,will be poi-. 7 b) When 5%of the adjusted Contract amount for construction Items is 8 earned,75% of the mobilization lump sum bid or[insert the maximum 9 allowedf l/o of the total Contract amount,whichever is Iess,will be paid. 10 Previous payments under the Item will be deducted from this amount. 11 c) When 101/6 of the adjusted Contract amount for construction items is 12 earned, 100%of the mobilization lump sum bid or[hiserl tine maxim um 13 allowed1% of the total Contract amount, whichever is less,will be paid, 14 Previous payments under the Item will be deducted from this amount. l5 d)A bid containing a total for `Mobilization"in excess of flovierl 16 rs"imum allowedl % of total contract shall be considered unbalanced 17 and a cause for consideration of rejection. i8 e)The Lump Sum bid far"Mobilization—PavinglDrainage" shall NOT 19 include any cost or sum for mobilization items associated with 20 water/sewer items. Those costs shall be included in the various 21 waterlsewer bid Items. Otherwise the bid Items shall be considered 22 unbalanced and a cause for consideration of rejection. 23 f) The Lump Sum bid for "Mobilization— Paving"shall NOT include 24 any cost or sum for mobilization items associated with drainage items. 25 Those costs shall be included in the"Mobilization—Drainage" Lump 26 Sum bid Item. Otherwise the hid Items shall be considered unbalanced 27 and a cause for consideration of rejection. 28 g) The Lump Sum bid for"Mobilization--Drainage"shall NOT 29 include any cost or sum for mobilization items associated with paving 30 items. Those costs shall be included in the"Mobilization —Paving" 31 Lump Sum bid Item. Otherwise the bid Items shall be considered 32 unbalanced and a cause for consideration of rejection. 33 2) The work performed and materials furnished for demobilization in 34 accordance with this Item are subsidiary to the various Items bid and no other 35 compensation will be allowed. 36 {ORJ 37 1 Mobilization and Demobilization(If multiple "Aobilization"bid items are used 38 due to deferent funding (ex. Water and Sewer and Paving andlor Drainage) — 39 Provide detail af'each bid item - Cons kaw to provide detail for each bid item 40 (rypl:cally WdlerlSewer will be subsidiary,and PavinglDrainage will be LS, with 41 possibly separate bid items for Paving and Drainage due to funding)] 42 a. Measure 43 1) This item for WaterlSewer improvements is considered subsidiary to the 44 various Items bid. 45 2) "Mobilization— Paving,""Mobilization— Drainage,"anWor"Mobilization 46 —Paving/Drainage" will be measured by the lump sum oT each as the work 47 progresses. Mobilization is calculated an the base bid only and will not be 48 paid for separately on any additive alternate items added to the Contract. 49 3) Demobilization shall be considered subsidiary to the various bid items. 50 b. Payment CITY OF FORT WORTH Water and Sanitary Sewer Replacenicnl Contract 2019,WSM-D STAAM,D CONSTRUCTION SPECIFICATION DOCUMENTS Projecl No. 102300 Revised November 22,2016 01 7000-4 MOBILIT_ATION AND RBMOBILIZATION Pagc 4 of 6 1 l) The work performed and materials furnished in accordance with this Item 2 for Wa(er/Sewer improvements are subsidiary to the various Items bid and no 3 other compensation will be allowed. 4 2) "Mobilization—Paving,""Mobilization Drainage,"and/or"Mobilization 5 — Paving/Drainage", the adjusted Contract amount will be calculated as the 6 total Contract amount for paving,drainage or pavi ag/dra inage improvements 7 less the lump sum for mobilization. Mobilization shall be made in partial 8 payments as follows- 9 a) When 1% of the adjusted Contract amount for construction Items is 10 earned, 50%of the mobilization lump sum bid or flaserf %, floe maximum 11 allowed f%of the total paving,drainage, or paving/drainage Contract 12 amount,whichever is less, will be paid. 13 b) When 5%of the adjusted Contract amount for construction Items is 14 earned, 75%of the mobilization lump slam bid or(Insert the maximum 15 allawed1%of the total paving,drainage, or paving/drainage Contract 15 amount,whichever is less, will be paid. previous payments udder the Item 17 will be deducted from this amount. is c) When 101/6 of the adjusted Contract amount for construction Items is 19 earned, 100%of the mobilization lump sutra bid or flaserl Idle marimum 20 allo+verb%of the total paving,drainage, or paving/drainage Contract 21 amount,whichever is less, will be paid. Previous payments under the Item 22 will be deducted from this amount. 23 d)A bid containinGg a total for"Mobilization"in excess oflinserr 24 maximum allowed{% of total paving,drainage or paving/drainage 25 contract shall be considered unbalanced and a cause for consideration 26 of rejection. 27 3) The work performed and materials furnished for demobilization in 29 accordance with this Item are subsidiary to the various Items bid and no other 29 compensation will be allowed. 30 2, Remobilization for suspension of Work as specifically required in (lie Contract 31 Documents 32 a. Measurement 33 1) Measurement for this Item shall be per each remvbilization performed. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this Item 36 and measured as provided under"Nieasurcmcnt"will be paid for at the unit 37 price per each"Specified Remobilization"in accordance with Contract 38 Documents. 39 c. The price shall include: 40 l) Demobilization as described in Section L I:A.2.a.1) 41 2) Remobilization as described in Section 1,I,A,2.a.2) 42 d. No payments wilt be made for standby,idle thee, or lost profits associated this 43 Item, 44 3. Remobilization for suspension of Work as required by City 45 a. Measurement and Payment 46 1) This shalt be submitted as a Contract Claim in accordance with Article 10 47 of Section 00 72 ft 48 2) No payments will be made for standby, idle time,or lost profits associated 49 with this Item. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Carktuo 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Ale. I62300 Revised Navember 22,201fi 01 70 00-5 MOBILIZATION AND REMOBILIZATION Page 5 of 6 1 4. Mobilizations and Demobilizations for Miscellaneous Projects 2 a. Measurement 3 1) Measurement for this Item shall be for each Mobilization and 4 Demobilization required by the Contract Documents 5 b. Payment 6 1) The Work performed and materials furnished in accordance with this Item 7 and measured as provided under"Measurement"will be paid for at the unit 8 price per each"Work Order Mobilization" in accordance with Contract 9 Documents. Demobilization shall be considered subsidiary to mobilization 10 and shall not be paid for separately. 11 c. The price shall include: 12 1) Mobilization as described in Section 1.1.A.3.a.1) 13 2) Demobilization as described in Section 1.1.A.3.a.2) 14 d. No payments will be made for standby, idle time, or lost profits associated this 15 Item. 16 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 17 a. Measurement 18 1) Measurement for this Item shall be for each Mobilization and 19 Demobilization required by the Contract Documents 20 b. Payment 21 1) The Work performed and materials furnished in accordance with this Item 22 and measured as provided under"Measurement"will be paid for at the unit 23 price per each"Work Order Emergency Mobilization"in accordance with 24 Contract Documents. Demobilization shall be considered subsidiary to 25 mobilization and shall not be paid for separately. 26 c. The price shall include 27 1) Mobilization as described in Section 1.1.A.4.a) 28 2) Demobilization as described in Section I.1.A.3.a.2) 29 d. No payments will be made for standby, idle time, or lost profits associated this 30 Item. 31 1.3 REFERENCES [NOT USED] 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 SUBMITTALS [NOT USED] 34 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 35 1.7 CLOSEOUT SUBMITTALS [NOT USED] 36 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 37 1.9 QUALITY ASSURANCE [NOT USED] 38 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 39 1.11 FIELD [SITE] CONDITIONS [NOT USED] 40 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.102300 Revised November 22,2016 017000-6 MOBILIZATION AND REMOBILIZATION Page 6 of 6 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures-Revised specification,including blue text,to make specification flexible for either subsidiary or paid bid item for Mobilization. 5 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised November 22,2016 017123-1 CONSTRUCTION STAKING AND SURVEY Pagel of 8 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations fiom this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for"Construction Staking". 2) Payment for"Construction Staking"shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include,but not be limited to the following: 1) Verification of control data provided by City. 2) Placement,maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of"cut sheets"using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As-Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for"As-Built Survey". CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised February 14,2018 01 71 23-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 2) Payment for"Construction Staking"shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as-built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survey -The survey measurements made prior to or while construction is in progress to control elevation,horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As-built Survey—The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking—The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking casements 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 WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 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 z 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised February 14,2018 01 71 23-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and collect 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 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised February 14,2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 b. The Contractor shall provide as-built survey including the elevation and location(and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate,butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater—Not Applicable 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2- PRODUCTS A. A construction survey will produce,but will not be limited to: 1. Recovery of relevant control points,points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams,parking areas,utilities, streets,highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing,when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent(817-392-7925). 5. Digital survey files in the following fonnats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile(.shp) CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised February 14,2018 017t23-6 CONSTRUCTION STAKING AND SURVEY Page 5 or8 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 xnust 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 $. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. ]Horizontal alignment on a structure shall he 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. tolenince 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 0 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 i t. should be maintained. underground and overhead utilities on planned profile, but not depending on gravity flaw for performance, should not exceed 0.1 ft. tolerance. H. 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 rccornmends regular maintenance schedule be performed by a certified technician every 6 months. I. Field measurements of angles and distances shall be done in such fushion as to satisfy the closures and tolerances expressed in Part 3.1.A. 2. Vertical locations shall be established from a pre-established benchlnark and checked by closing to a different bench mark an 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. A. Revisions,corrections and other pertinent data shall be, logged for future reference. CITY OF FORT WORTH WAIer and Son ilary Sewtr Replacement CbFuTaet 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Projtct Na. 102300 Revised Ftbruu ry 14,2019 01 71 23-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR/RESTORATION A. If the Contractor's work damages or destroys one or more of the control monuments/points set by the City,the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey"Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3'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] I 3.12 PROTECTION [NOT USED] i 3.13 MAINTENANCE [NOT USED] i 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised February 14,2018 01 7123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement&payment under 1.2;added 8/31/2017 M.Owen definitions and references under 1.3;modified 1.6;added 1.7 closeout submittal requirements;modified 1.9 Quality Assurance;added PART 2—PRODUCTS; Added 3.1 Installers;added 3.5 Repair/Restoration;and added 3.8 System Startup. Removed"blue text";revised measurement and payment sections for Construction Staking and As-Built Survey;added reference to selection compliance with TGC 2/14/2018 M Owen 2254;revised action and Closeout submittal requirements;added acceptable depth measurement criteria;revised list of items requiring as-built survey"during"and "after"construction;and revised acceptable digital survey file format CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised February 14,2018 FORTWORTH(,, Section 0171 23.01 - Attachment Survey Staling Standards February 2017 0:\5pecs-Stds Governance Process\TemporAry Spec Files\Capital Delivery\Cap Delivery Div 01�0171 23.16.01_Atuchment 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. Forprojects an MOTright-of way or through folrrt MOTparriclpatlon, adherence to the MOTSurvey Manualshall be followed and if a discrepancy arises, the TXDOT meinual shall prevail. (httpolonlinemanuals.txdot.gov/txdotrnaiivalsless/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 Fart Worth Contact Information II. Construction Colors IT Standard Staking Supplies IV. Survey Equipment,Control, and Datum Standards V. Water Staking A. Sanitary Sewer Staking VI I. Storm Staking Vlll. Curb and Gutter Staking Ix. Cut Sheets X. As-built Survey 0:�Specs-Stds Governance Process\Temporary Spec r i lesNC a pita I Del ivery\Cap Delivery Div 01\01 71 2A.16.0I—Attachntent A_Survey Staking Standerds.docx Page 2 of 22 I. Survey Department Contact Information Physical and mailing address; 8851 Carnp B owl eWest Boulevard Suite 300 Fort Worth,Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817� 39 2-897 1 II. Construction Colors The following colors shall be used for staking or identifying features in the fleld.This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin#lags if necessary. Utility Color PROPOSED EXCAVATION #Wki ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS,AND PINK ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING C7imi SANITARY SEWER IRRIGATION AND RECLAIMED WATER III. Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub(2"x2" miry. square preferred) 6"tall Pin Flags (2.5"x 35" preferred) 21" long Guard Stakes Not required PI{or Mag nails 1" long Iron Rods(1/2"or greater diameter) 18' long Survey Marking Paint Water-based Flagging I"wide Marking Whiskers(feathers) 6" long Tacks (for marking hubs) 3/4" long 0.\5pecs-5tds Governance Process\Temporary Spec Files\Capital Del ivery\Cap Delivery 1)Iv 01\0171 23,16,01 Attachment A_Survey Staking Sta n d a rds.d ocx Page 3 of 22 IV. Survey Equipment, Control and Datum Standards A. City Benchmarks All city benchmarks can be found here: htts):/Ifortworthtexas.gov/itsofutions/GIS/ Look for"Zoning Maps'. Under`Layers', expand`Basemap Layers`, and check an 'Benchmarks`. 8. Conventional or Robotic Total Station Equipment k, A minimum of a 14 arc-second instrument is required. 11. 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. il. Network GPS such as the Western Data Systems or 5martNet systems may be used for staking of property{R.D.W,forced-main water lines,and rough-grade only. No GPS sta Ilk lne for concrete,sanitary seweG storm drain,final grade,or anythinig that needs vertical Rrading with a tolerance of 0.25'or less 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, T in concrete, or any other appropriate item with a stable base and of 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.0.83, North Central Zone 4202, NAVD 88 Elevatians B. Grid or ground distance.—If ground, provide scale factor used and base point coordinate, Example: C.5.F.=0,999125, Base point=North.0, East=D C, Geoid mode(used, Example: GEOID12A 0:'Specs-5tds 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 haw a grid/surfacelassurned coo r€finate system affect a p raj ert. Projected Coordinate System: NAD_1983_StatePlane_Texas_North—Central_FIPS4202 Fee# Projection: Lambert_Conformal_Conic False_Easting: 1968500.OnDD0000 False—Northing: 65 61666,66666667 Central Meridian: -98,50000000 Standard Parallel 1: 32.13333333 Standard Parallel 7: 33.46666667 Latitude—Of—Origin: 31,661568667 Linear Unit: Foot US Geographic Coordinate System: GCS_North_Americar4_1983 Datum: ❑ 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 f 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 he in the NAD83, TX North Central 4202 zone. See Preferred File Noming Convention below F. Preferred Del Iverable 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 i5 the preferred format: City Project Number_Description_Oatum,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 D:\Specs-Rds Governance Proces&lTemporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23,15.01_Attachment A_Survey Staking 5tandards.dccx Page 5 of 22 File 2: C1234_As-built of Water on Main Street—Project Specific Datum.csv Example Control Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 22 d w m � w F= � m � w a- LLJ 1 7 EL. ` 1 UU,Oa' :r I w .. W z w 0 U _ — Li EL - Ln Cn = a z J Q - CC J W ~ m < m 0 OP #1 z 0 Lj— V. Water Staking Standards QNSpeC5-Stds Governance Process\Temporary Spec Files�Capital Delivery\Cap Delivery Div 01\01 71 23,15.01_Attachment A_Survey Staking Standards.docx Page 7 of 22 A. Centerline Staking—Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe(T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L)for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes Vl. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking-Curves I. If arc length is greater than 100', POC(Point of Curvature) offset stakes should be set at a 25' interval IL Same grading guidelines as above III. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be+0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0'from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves&Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes 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 8 of 22 i ` { N w� P Y [ < 7' O f 5 WA- Sth.WO 11 LLJ C3 p z a 7` O/S W/l 679,-1+7241 �c- a1 � w VL L� o EL.- 101.18 iz � r Er �m �� W 2 W 2 Y a M m J ~ r Y� o d Q W 5TA-0-F lq 0-3. 2 W caw LJ G71 T�h� m V1. Sanitary Sewer Staklin Q Specs-Mds Governance Process\Temporary Spec Files\Capital Del iveryNCap Delivery Div01\01 71 23,16.01_Attachment A_SurveyStaking 5tandards.docx page 9 of 22 A. Centerline Staking—Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC(Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans 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 10 of 22 Example Sanitary Sewer Stakes U a fa RqsT at 'FV, —11Lj { I ;Ta—x�Jl� �n : Ll . _ � �, 4 g wWimw�� �y❑�yJJ Z 01 , F W-7 t IL rL LL � 5 � ^ _ V SL �r rs� O jdj LL a w LL- i'1 4 r n 9 M z �^jJ W rV M Ih K :a O;NSpecs-5tds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.dacx Page 11 of 22 VII. Storm Sewer & Inlet Stakinl� A. Centerline Staking—Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC(Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet= 16.00'total length III. Recessed 10' Inlet=20.00'total length IV. Standard double 10' inlet= 26.67'total length V. Recessed double 10' inlet= 30.67'total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 22 Example Storm Inlet Stakes FRONT FRONT (SIDE FACING <-L) (510F FACING ) R 110 FLAGGING REQUIRLD uvo L#�� IN LIEU OF PIUK PAp LA'il� BACK BACK OME FA..aW HAW) IDENTIFIES �oE FAGHG IAQ14] WHICH 'MiiCH pqN� MV QE h4 MNC P3NT p EIND OF THE WNG Ify�l PEOG S--kEU HE]NG STAKED IftA ELTe1J5110N II IMLE1 `T 4T'Qhl HV9 E1C4hA14H .� (IF 'iS'F6 n7J PLANS) r� lm4TIFIM GRADE T� } TO TOP OF WPB 8 lw � IDENTIFIES CRAVE rL TO FI11WLP11 DISTANCE& FOR 1HLEM STANDARD 10 - I6' RUCETi'SE0 1a - 2d sTAFMAlW UUUM-E 10' - 2&6'f HUB'MTH TACK I - .- F�ECESEE4 DDUBUE %Cr W.Or -- � I BAP( E)-INLET FI I i Nhf�iO LE d� I e •i BACK 6F CURD ,� ° I BI m 0r CURB _ --------` 'I" 1N41G••...;� 'i",p .rf , tj ,7 .a.. lL. 1'• - ��•.. '� is t ������=�— FL LIME FACE Of INLET FAU LF NLET FLJ3 U"r —ELBE OF RkV9AENT^ MGM DF F' ,�•ESAMT ME OF PAYEHEHT EDGE CF PA J• VEMENrT 0.ti5pecs-Rds Governance Process\Temporary Spec Files\Caplkal belivery\Cap Delivery Div 01\0171 23.15.01 Attachment A_Survey Staking Standards.dom Page 13 o6 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 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 14 of 22 Example Curb & Gutter Stakes FR ON T (SIDE FACING q) a L3 CIS O ST I:LWINEU,FNJ FRONT C1 FAMNO 1)vom-nr T 'tf71F E/C >_R OIVT �J (SIDE FACING CL) NKN7r1G9sukl {!APE FAQ IL} a°I �44F1 LF WIIWI7L99E PO o 9C, �i DACK MEMES WWI NS14 � u (510E FAOIHO R 41.) rf999 l3ft FACE o F� r mm r p Q BHT ' III J dl '�' u�w�nas drloe Is III I ' m 1flr.0, arse III I HUB ELEVAIICN RAMM MOM 1 'i NO FLA=NG RUJUIREU ! j IIJ LIEU QF PINK PAINTF0 I-AIIl f f r J� TOP OF CURE WK OF CURB x X�•y ��.r r,r ;AF FAA of cure --- I- FLOM-INE EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection O.\Specs-Stds Governance Process\Ternporary Spec Flles\Capital Delivery\Cap Delivery Div 01�01 71 29.16.01_Attachment A_Survey 5taking 5tandards.dacx Page 15 of 22 £ A{S F— $ kk2| � Oa __| & Rc � \ 2§§ Ar b� } ! $ k i k ■ f�§ 2 « � ■■� �■ el ZOWLC m. ; � b | - � � & | � ■ ¢/ 1® \ 0 L BI ■�- o:pk6 Governance e#Ampor9 Spec ReAE@I Del iryp Delivery Div +1 71 23.1E01-A tt d ment A-5urveVStalkingStandl ards.do o Page 16/22 IX. Cut Sheets A. Date of field work S. 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 superinterident (see item I above) Standard City Cut Sheet City Project Date: Number: Project Name: ❑ TOTAL Staking Method: p GPS STATION ❑ OTHER LOCATION: CONSULTANTfCONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT# STATION OFFSET DESCRIPTION PROP. STAKED -CUT + FILL -LTf+RT GRADE ELEV. I i i I I O:\Specs-Stds Governance Process�Temporary Spec Files�Capital Delivery\Cap Delivery Div 01\0171 23.16.01 Attachment A Survey Staking Stand a rd s.docx Page 17 of 22 X. As-built Survey A. Definition and Purpose The purpose of an as-built survey is to verify the asset was installed in the proper location and grade. Furthermore,the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted.See section IV. As-built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves(rim and top of nut) Plugs, stub-outs, dead-end lines Air Release valves(Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe(each end) Inverts of pipes Turbo Meters O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases.This should be a copy of the plans with the paint number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND"to notify the City. 0:\Specs-Stds Governance Process%Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 3d6'Dr �w", nar r Jrx m� i uu.a J.sr r�u€1rr s OL 71 e ;Uil�, J. Ao „ I — Ik tu In 0 il All O:\Specs-Stds Governance Process\Temporary Spec FIIes\Capital Delivery\Cap Delivery Div 01�01 71 23.16.01_Attachment A_Survey Staking Sta n dards.d ocx page 20'of 22 tl•LSI _jrRL ma-way Ra. SrA 0157M-1ZWL fFa"AU ST L P"QDO-OWL rrLmo D% m WE&SAVXK LAq pp;rjXWAreA Ure VA*C #mmm —C,)V UWNWr ro Fxar.artarR X LITEE i.4-ffaf.�-6B'3tffl YLE&C STA 62Car-Air i f Ar 4s► Ur.CFAv h re x e REnmrA INSTAL" €4i fweEA�AV rc FrtGa{VAVE J�J4J TA4E675 -gwt rc[�nnseartt , E f r pAS I e ��rTo ft x 9 ANaM FEE f-drWE VAWI!lw �F1RE M'LYf % MAb d4 NI.N IV, -Y FAYwT� E'22%28923M *�• * M.•LtPJ6T41 ,. S ,. dltarrr:++�Pco a 6LIC 6 !��. rr�. •+am arx■n5{!u M11lar mn ti JtaM�i e�lartf t,4 +a'R6>•Pli Rim-/ !�'N • - " 1V � � SEO <� ter.�3r " SEE EAU F srA o-sx�r-►t IA+ST,+L4 to] a N 1Y4vFRr Ariv f-6+4&,VWV,m WRF07.4m JC €�Gi153�fP 'wx•�fn !xiIF+"-7"11f t#MD OIRi STA trF,7-;i-t2'W 4:7.4 Llba 12W #STALL N sTmh MiS ALL F10H.Lsk*•MEnT 16Ir15VMFBEND be Lr GF mwAral ME R-Ow -Aro3 F-7,9KiMArX 0.\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16,01_Attachment A—Survey Staking 5tandards_docx Page 21of22 I l I 4 - l ) PPiER�E —.p■I_._ . � � � L1 Y ��p�ry �y I F 1 11 Wi171[I •J,'t4 J ilpp 1p II:A I!1111..r JI CAI yt'•u[uFstau 1F I ll�yI,m II I1�IIM�ins r 1 11 •I Y 1 11■� Nn 1 RxNI 1 RIPr ;V. �7{1 1III IIRiYRII IIIII I11q� 1p/1J�7I1y�R`11�r�IIP II r1L.IIlI1Dp11'YL11J[1�[�I[1I�I I r1�■�I 1 iiiil1411[U I'FYR�11411rgI11YF11IIlU I9pl pM9111111Pt1x111A't1MY] PU ..���' 111117FI P1 i1I;x"Ylx r FIII FI Y;F� a�•", �1717H1' IrlIF Iu�r�i1WY7�iP I I 1 [[WIIIy9F4i``llIi i++JIM riml 11 11 1p JTllnl# gg. !"I", 1]1]I l I!I J�'I ■ q■1� h 1•n�IfM[lJ 111 hi �� �,.i�l � +lc� 1;1�1:+p+p`L I[`ir{,1�liilpl i'IIPIIP.� 1�1111�1 �lifi 1W1YI�RI x1111F1 rP14� ., �$ IN II G11 ahA, IL IIIa��W{�pl� 1 y II�1�1�1III I� 1[IY[Illale11L1 i 1[ 11 41a17II�iJ11 1 +Mh7� 1 J � I LRL P I� y1�J II 1 YI l�aR � ipI��1111 �I���pll�yy�1F6 !'I[I1l�Y'� +1I�f1I,i A�'11 11 k II�pIR{� fF[I1p��IJ 17f�Iq]:Ri11I tllYLelll�ll`` 1111��111I�AA�rr II 4a Y ttyyn�,l+JtwM^LIL h14r�411xI Plp JI1IRI.RIYalil�l]tdNl r L 1NI1 ldil 1 IRKIinllJllldl I h 1pp1���WW1 YInA.-1a ^Wllm 11,111 alil Yrlle�I �i11Y1111 � I�� Aim rialhl:■' 1; M H'll�N 1 I L� Ipll +aLll lli jj II•� til��� � � I Yl I IIC�II p 1111!91pp11a�aaRRJ ppM 'V �{i '{ ilii���nl !e■ llli� �:�1pp7•ppYYFIIpI � 111[f if+L�+i I "{I I°:. mltlY 1117[[1YI Jt'i!i��1�qI �pp lii � e�i����Jil�ipl��ll ill � ��► IpxHryFF ��t.,�.�'ffi,��1� �IIqyII+I iI IprA�,7 II�1I�Y1iLM'11I'l�lIeIIlIJlIl�[llui��a1lmYO I1I��R1x�71'1 1I 11 �nn IIII��IGI l ifItIN -1Y1,YR iqq.1x!I IRPeF Ll�inll J 777 1 [ YI Ik 1 I■ IYI I'n Il]�rp1 WINI �I;IItP��I l� p�1„{�II.IIaE �IJ IIC it l4111IYH/.i 1 q 1 III IMF'I��trrJl'''1r'w�Il�r�f h1a�r Y. IaF aulr y��� 1 J [e[Ie MID111+1,.N.till 11Y1 rlR lin�jlir•1 flFUlITAWJ11T I J[innrn I m 1pp 1p l etunl,111 I x alt�rry I rK fr�.11 qT@'I.'1!l:Cj H 1tY� in I lily ;14r[p"91Fu1 F �1 [W Y �, ''wIF n IL IF��1I11 ��11WW11 qy qR� ��I�!dIe 1pI 1 i nlr•c,i••.itl IlJaiuRilitl=f ,PlIILI:.�C- .�{�F� y r, Fi ; .p r � r. 1 4 i 1 -_---_-__--_---_ ----_--_G-_-_-----_ �____==�C-�- --- ------------------------ --- -----c- --------=—= -- ----------- ----=CC -- -- --------� ---------- --- --- --- -------- -----�C -------------------�-- -- -� ----_- asvoacsm�c a� a�o�siQs3��------------------_ -�- -------_� =--'ram- - - � - -------- - - t ioQ -- C=ACC=-��=5_�� i�'.GC--G_G-•-�C S�-��-�---- -- �--.i� 4 obviously the .csv or Axt file cannot be signed/sealed by a surveyor in the format requested.This is just an example and all this information should be noted when delivered to the City so it is dear to what coordinate system the data is in. POINT NO. WOrITHINO CASTING ELEV. DESCRPP71014 1 5946257.189 2296079.165 126,D9$5MFI RIM L 2 64467E+11.893 229"2.141 723.609 GV RIM 3 694007.399 2295036.305 726.05 GV RIM Cot* Dip-,Jtz;-J-S 4 6946220.502 229SM1.025 723.359 SSM9 RIM , }} S F946i95.2A 279Fi1?15.11fi 722 123 GVRIM f I`- 5 59415190.5ZB 229MU.7Z1 722.325 FH A. Ck Z1 7 5946136.D12 2295992.115 719.449 WM RIM R 6946002.267 2295919.133 113,i31 WIR4Kim I Cl 9 59450M3,055 2295933.418 713.652 CO RIM r IF L1 '4,7 l0 5745984,677 22SS8130.52 711.662 55MH W 11 694E986.473 220SS69.992 710.046 NJM HIM 12 5945R85.077 22998M 9V 707.72 WM RIM 13 W45596,591 22958G2,100 7UB.205 WM HIM 4� 14 5915934.29Fa 22I}5843,92S 709.467 WM RIM I fi44593153.777 7795R917.441 711AAd CID RIM coo t 15 D54505,679 2295799.707 707.774 55MH RIM 17 6945617.488 2295027.011 700.392 SSMH RIM 111 64J45759.776 2295758.643 l31.219 SSMH HIMP Af] } 19 6995758.563 2295778,424 710.086 GV RIM 2111 6945743.IJ8 U9S7130,392 710-631 GV RIM 21 6915723.114 229VS4.394 712.849 GV RIM 7? A9a56R7.21 779574M 77 71G-fivii%Y(A RIM 23 6945G23.902 22956159.471 723.76+WM RIM � 24 594564a,407 2295736,03 719.737 CORIA4 1 25 6945571.059 2295655.195 727.514 55MH RIM 26 69IS599.498 229SB67.1103 729.123 1VM RIM -71D 27 6945510.934 zn5619.40 732.690 WM RIM � ## � � FO. t_n � 28 6945417.814 '77qSSHU_2► JaDs7 i WBA Him 29 69454%.557 2295543.145 736-A51 GO RIM t I C�Tf-b Iti1 30 694WVJ56 2295597.101 740.156 GVRIM -nif- {?[ }C� 31 69MS370.688 2295606.793 740.976 GV RIM 1 32 5941991.53 2295510.559 741.408 FH 31 6945321,226 2295551.105 746.34 WM RIM 34 6945319.355 22903L .728 746.777 CO RIM 35 6945242.289 2295570.715 74R-454 WM RIM M 6945233.624 3295544.626 249.59 55MH RIM ryry 37 6345206.483 2295529.34E 251.056 WM RIM �C,L 38 6945142.015 22%} W.666 75U.653 WM RIM 38 6945113.445 2295520,335 751.971 %VM RIM 40 5945049,02 2295527,34E 7 52.25 7 55MIIRIM 41 WSID41.024 2295552.675 751,7�J WM RIM did {fi 7F 42 fl94%0;S-A7R 22955%2,147 751,AR WM RIM S 43 594500 -n? 2295518,135 752-G>_S WM RIIN A$Ail' 44 6944944.792 2295520.635 252.801 WM RIM 45 5944941-412 2295556,479 752-156 WIM HIM 46 044$D.416 2295534.W 752.986 SSW RIM � I 0:�Specs-5tds Governs noe ProcesskTemporary Spec FIles\Capital Delivery\Cap Delivery Div 01\0171 29.16_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. 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 25 of 25 } r ) § § | - � — - — - - ! |� f $ d a ■ ! � ! ) k \ - - | - !|! - � , / � 2| ■ � �� �| £ ■ - ■' . ,■ ■ . !� ■ ■ ik . j § J r; ; § t R 2 O:P Stds Governance Process\Temporary Spec Reka;■» Daimw + |I ■v RDI0#01 71 23.15f1kQ6menlSuR7StHnBk7dagldoa Page 26 of 26 01 74 23-1 CLEANING Pagel of 4 SECTION 0174 23 CLEANING PART1 - GENERAL 1.1 SUMMARY 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. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 7423-2 CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits,oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 7423-3 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 l. 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. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 74 23-4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City,remove erosion control from site. 5. Clean signs, lights,signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 0177 19-1 CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART1 - GENERAL 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 final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 77 19-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [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 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 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. 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. 4. 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 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 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 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 CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 78 23-1 OPERATION AND MAINTENANCE DATA Pagel 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: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00 . All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 '/2 inches x 11 inches b. Paper 1) 40 pound minimum,white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 01 78 23-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly-leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component pants 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 WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 01 78 23-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty,bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection,maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up,break-in,routine and normal operating instructions 2) Regulation, control, stopping, shut-down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly,repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 i 01 78 23-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function,normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 01 78 23-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.1 —title of section removed CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised December 20,2012 01 78 39-1 PROJECT RECORD DOCUMENTS Pagel of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PARTI - 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 78 39-2 PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible,to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case,provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection,provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] 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. Ilmnediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS -JOB SET". CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 78 39-3 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 job set. b. Do not use the job set for any purpose except entry of new data and for review by the City,until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 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. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show,by symbol or note, the vertical location of the Item("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 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 WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 01 78 39-4 PROJECT RECORD DOCUMENTS Page 4 of c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly,consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents,other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 3231 13-1 CHAIN LINK FENCE AND GATES Page 1 of 7 SECTION 32 31 13 CHAIN LINK FENCE AND GATES PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Galvanized coated chain link(non-security) fencing and accessories in accordance with the City's Zoning Ordinance. 2. Wrought iron fencing and accessories 3. Steel tube fencing and accessories 4. Metal Panel Fence 5. On utility projects: a. When existing fence is within the project Site(i.e. parallel to the utility trench and/or within utility easement)and is directly disturbed by construction activities, fencing will be paid for as listed in Article 1.2 below. b. When existing fence is crossing the proposed utility trench,the work performed and materials furnished in accordance with fence replacement will be considered subsidiary to the trench and no other compensation will be allowed. c. When existing fence is outside of the limits of the project Site or is identified as protected on the Drawings and is disturbed and/or by construction activities, replacement will be at the expense of the Contractor and no other compensation will be allowed. B. Deviations from this City of Fort Worth Standard Specification 1. Addition ofMetal Panel fencing. 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. Chain Link Fence a. Measurement 1) Measurement for this Item shall be by the linear foot of Chain Link Fence installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per linear foot of Chain Link Fence installed for various: a) Heights b) Fabric materials c. The price bid shall include: 1) Furnishing and installing all fence and gate materials 2) Mow strip, if shown in Drawings 3) Cleanup 4) Hauling 2. Wrought Iron Fence CITY OF FORT WORTH W&SS Project Repl Contract 2019-WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102300 Revised December 20,2012 3231 13-2 CHAIN LINK FENCE AND GATES Page 2 of 7 a. Measurement 1) Measurement for this Item shall be by the linear foot of Wrought Iron Fence installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per linear foot of Wrought Iron Fence installed for various heights. c. The price bid shall include: 1) Furnishing and installing all fence and gate materials 2) Mow strip, if shown in Drawings 3) Cleanup 4) Hauling 3. Steel Tube Fence a. Measurement 1) Measurement for this Item shall be by the linear foot of Steel Tube Fence installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per linear foot of Steel Tube Fence installed for various heights. c. The price bid shall include: 1) Furnishing and installing all fence and gate materials 2) Mow strip, if shown in Drawings 3) Cleanup 4) Hauling 4. Metal Panel Fence a. Measurement 1) Measurement for this Item shall be by the linear.loot of Metal Panel Fence installed. b. Payment 1) The work performed and materials fin•nished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid per linear foot of Metal Panel Fence installed for various heights, to match existing fence. c. The price bid shall include: 1) Furnishing and installing all fence and gate materials 2) Cleanup 3) Hauling 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. American Society for Testing and Materials (ASTM): CITY OF FORT WORTH W&SS Project Repl STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019-WSM-D Revised December 20,2012 CPN 102300 3231 13-3 CHAIN LINK FENCE AND GATES Page 3 of 7 a. A 36, Standard Specification for Carbon Structural Steel b. A 123, Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products c. A 392, Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric d. A 500, Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes e. F 626, Standard Specification for Fence Fittings f. F 1043, Standard Specification for Strength and Protective Coatings on Steel Industrial Chain Link Fence Framework g. F 1083, Standard Specification for Pipe, Steel,Hot-Dipped Zinc-Coated (Galvanized)Welded, for Fence Structures h. F 1183, Specification for Aluminum Alloy Chain Link Fence Fabric 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS A. Shop drawings 1. Layout of fences and gates with dimensions, details,and finishes of components, accessories and post foundations if requested by the City. B. Product data 1. Manufacturer's catalog cuts indicating material compliance and specified options. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [NOT USED] 2.2 MANUFACTURED UNITS/MATERIALS A. Manufacturer 1. Minimum of 5 years of experience manufacturing galvanized coated chain link fencing. 2. Approved Manufacturer or equal: a. Allied Fence, Inc. b. American Fence Corp. c. Anchor Fence, Inc. d. Master Halco, Inc. B. Materials 1. Chain Link Fence a. General 1) Posts, gate frames,braces, rails, stretcher bars, truss rods and tension wire shall be of steel. CITY OF FORT WORTH W&SS Project Repl STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019-WSM-D Revised December 20,2012 CPN 102300 3231 13-4 CHAIN LINK FENCE AND GATES Page 4 of 7 2) Gate hinges,post caps,barbed wire supporting arms, stretcher bar bands and other parts shall be of steel,malleable iron, ductile iron or equal 3) Post tops,rail end,ties and clips may be of aluminum. 4) Use only new material, or salvaged/existing material if approved by City or noted on Drawings. a. Steel Fabric 1) Fabric a) No. 9 gauge b) 2-inch mesh (1) Commercial: both top and bottom selvages twisted and barged Residential: match existing or both top and bottom selvages knuckled (2) Furnish 1-piece fabric widths. 2) Fabric Finish: Galvanized,ASTM A 392, Class I,with not less than 1.2 oz. zinc per square foot of surface. b. Aluminum Fabric 1) Fabric a) ASTM F 1183 b) No. 9 gauge c) 2-inch mesh, with both top and bottom selvages twisted and barged. d) Furnish 1-piece fabric widths. d. Steel Framing 1) Steel pipe -Type I a) ASTM F 1083 b) Standard weight schedule 40 c) Minimum yield strength: 30,000 psi d) Sizes as indicated e) Hot-dipped galvanized with minimum average 1.8 oz/ft2 of coated surface area 2) Steel pipe -Type II a) ASTM F 1043, Group IC b) Minimum yield strength: 50,000 psi c) Sizes as indicated on Drawings d) Protective coating per ASTM F 1043 (1) External coating Type B (a) Zinc with organic overcoat (b) 0.9 oz/ft2 minimum zinc coating with chromate conversion coating and verifiable polymer film (2) Internal coating Type B (a) Minimum 0.9 oz/ft2 zinc or Type D, zinc pigmented, 81 percent nominal coating, minimum 3 mils 3) Formed steel ("C")sections: a) Roll formed steel shapes complying with ASTM F 1043,Group 11 b) Minimum yield strength: 45,000 psi (310 MPa) c) Sizes as indicated on Drawings d) External coating per ASTM F 1043,Type A (1) Minimum average 2.0 oz/ft2 of zinc per ASTM A 123 4) Steel square sections a) ASTM A 500, Grade B b) Minimum yield strength: 40,000 psi c) Sizes as indicated on Drawings d) Hot-dipped galvanized with minimum 1.8 oz/ft2 of coated surface area CITY OF FORT WORTH W&SS Project Rep) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019-WSM-D Revised December 20,2012 CPN 102300 3231 13-5 CHAIN LINK FENCE AND GATES Page 5 of 7 e. Accessories 1) Chain link fence accessories a) ASTM F 626 b) Provide items required to complete fence system. c) Galvanize each ferrous metal item and fmish to match framing. 2) Post caps a) Formed steel or cast malleable iron weather tight closure cap for tubular posts. b) Provide 1 cap for each post. c) Cap to have provision for barbed wire when necessary. d) "C"shaped line post without top rail or barbed wire supporting arms do not require post caps. e) Where top rail is used,provide tops to permit passage of top rail. 3) Top rail and rail ends a) 1 5/8 inch diameter galvanized round pipe for horizontal railing b) Pressed steel per ASTM F626 c) For connection of rail and brace to terminal posts 4) Top rail sleeves a) 7-inch expansion sleeve with a minimum 0.137 inch wire diameter and 1.80 inch length spring, allowing for expansion and contraction of top rail 5) Wire ties a) 9 gauge galvanized steel wire for attachment of fabric to line posts b) Double wrap 13 gauge for rails and braces. c) Hog ring ties of 12-1/2 gauge for attachment 6) Brace and tension(stretcher bar)bands a) Pressed steel b) Minimum 300 degree profile curvature for secure fence post attachment c) At square post provide tension bar clips. 7) Tension(stretcher)bars: a) 1 piece lengths equal to 2 inches less than full height of fabric b) Minimum cross-section of 3/16 inch x 3/4 inch c) Provide tension(stretcher)bars where chain link fabric meets terminal posts. 8) Tension wire a) Galvanized coated steel wire, 6 gauge, [0.192 inch] diameter wire b) Tensile strength: 75,000 psi 9) Truss rods &tightener a) Steel rods with minimum diameter of 5/16 inch b) Capable of withstanding a tension of minimum 2,000 pounds 10) Nuts and bolts are galvanized. 2. Wrought Iron Fence: specified per Drawings. 3. Steel Tube Fence: specified per Drawings. 4. Metal Panel Fence:shall match gauge/profile/height of existing. 5. Setting Materials a. Concrete 1) Minimum 28 day compressive strength of 3,000 psi 2) Bagged concrete allowed. b. Drive Anchors 1) Galvanized angles 2) ASTM A 36 steel 3) 1 inch x 1 inch x 30 inch galvanized shoe clamps to secure angles to CITY OF FORT WORTH posts. W&SS Project Repl STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019-WSM-D Revised December 20,2012 CPN 102300 3231 13-6 CHAIN LINK FENCE AND GATES Page 6 of 7 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION A. Verification of Conditions 1. Verify areas to receive fencing are completed to final grades and elevations. 2. Ensure property lines and legal boundaries of work are clearly established 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Chain Link Fence Framing 1. Locate terminal post at each fence termination and change in horizontal or vertical direction of 30 degrees or more. 2. Space line posts uniformly at 10 feet on center. 3. Set all posts in concrete a. Drill holes in firm,undisturbed or compacted soil. b. Drill hole diameter 4 times greater than outside dimension of post. c. Set post bottom 24 inches below surface when in firm,undisturbed soil. d. Excavate deeper as required for adequate support in soft and loose soils, and for posts with heavy lateral loads. e. Place concrete around posts in a continuous pour. Trowel finish around post. Slope to direct water away from posts. 4. Check each post for vertical and top alignment, and maintain in position during placement and finishing operations. 5. Bracing a. Install horizontal pipe brace at mid-height for fences 6 feet and taller, on each side of terminal posts. b. Firmly attach with fittings. c. Install diagonal truss rods at these points. d. Adjust truss rod, ensuring posts remain plumb. 6. Tension wire a. Provide tension wire at bottom of fabric and at top, if top rail is not specified. b. Install tension wire before stretching fabric and attach to each post with ties. c. Secure tension wire to fabric with 12-1/2 gauge hog rings 24 inches on center. 7. Top rail a. Install lengths, 21 feet b. Connect joints with sleeves for rigid connections for expansion/contraction. 8. Center Rails for fabric height 12 feet and taller. a. Install mid rails between posts with fittings and accessories. 9. Bottom Rails; Install bottom rails between posts with fittings and accessories. CITY OF FORT WORTH W&SS Project Repl STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract 2019-WSM-D Revised December 20,2012 CPN 102300 3231 13-7 CHAIN LINK FENCE AND GATES Page 7 of 7 B. Chain Link Fabric Installation 1. Fabric a. Install fabric on security side and attach so that fabric remains in tension after pulling force is released. b. Leave approximately 2 inches between finish grade and bottom selvage. c. Attach fabric with wire ties to line posts at 15 inches on center and to rails,braces and tension wire at 24 inches on center. 2. Tension (stretcher) bars a. Pull fabric taut. b. Thread tension bar through fabric and attach to terminal posts with bands or clips spaced maximum of 15 inches on center. 3. Accessories a. Tie wires: Bend ends of wire to minimize hazard to persons and clothing. b. Fasteners: Install nuts on side of fence opposite fabric side for added security c. Slats:Install slats in accordance with manufacturer's instructions. C. Wrought Iron Installation:install per Drawings D. Steel Tube Fence:install per Drawings 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson I.I.A.modified to describe when City would pay for fence replacement on utility projects CITY OF FORT WORTH W&SS Project Repl Contract 2019-WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102300 Revised December 20,2012 999901 GRAVEL SURFACE COURSE Page 1 of 5 1 99 99 01—GRAVEL SURFACE COURSE 2 3 1.0 GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Gravel surface course. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1-General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Measurement 15 a. Measurement for this Item will be by the square yard (SY)of Gravel Surface 16 Repair for various: 17 1) Depths 18 2) Types 19 3) Gradations 20 b. Payment 21 1) The work performed and materials furnished in accordance with this Item 22 and measured as provided under"Measurement"will be paid for at the 23 unit price bid per square yard of Gravel Surface Repair at a depth defined 24 in the Construction Plans and/or Contract Documents. 25 c. The price bid shall include 26 1) Preparation and correction of subgrade 27 2) Furnishing of material 28 3) Hauling 29 4) Blading 5) Compacting 2019 WSM-D November 6,2020 CPN 102300 99 99 01 GRAVEL SURFACE COURSE Page 2 of 5 1 1.3 REFERENCES [not used] 2 1.4 ADMINISTRATIVE REQUIREMENTS [not used] 3 1.5 ACTION SUBMITTALS [not used] 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [not used] 5 1.7 CLOSEOUT SUBMITTALS [not used] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [not used] 7 1.9 QUALITY ASSURANCE [not used] 8 1.10 DELIVERY, STORAGE, AND HANDLING [not used] 9 1.11 FIELD (SITE) CONDITIONS [not used] 10 1.12 WARRANTY [not used] 11 2.0 PRODUCTS 12 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 13 2.2 MATERIALS 14 A. General 15 1. Furnish uncontaminated materials of uniform quality that meet the requirements 16 of the Drawings and specifications. 17 2. Obtain materials from approved sources. 18 3. Notify City of changes to material sources. 19 4. The City may sample and test project materials at any time before compaction 20 throughout the duration of the project to assure specification compliance. 21 B. Aggregate 22 1. Furnish aggregate of the type and grade shown on the Drawings and conforming 23 to the requirements of Table 1. 24 2. Each source must meet Table 1 requirements. 25 3. Los Angeles abrasion test: 50% Maximum wear per ASTM. 26 Table 1 27 Material Requirements Sieve Size 1" 0-10 12" 40-75 3 8" 55-90 #4 90-100 #8 95-100 28 4. Material Tolerances 2019 WSM-D November 6,2020 CPN 102300 99 99 01 GRAVEL SURFACE COURSE Page 3 of 5 1 1) The City may accept material if no more than 1 of the 5 most recent gradation 2 tests has an individual sieve outside the specified limits of the gradation. 3 2) When target grading is required by the Drawings, no single failing test may 4 exceed the master grading by more than 5 percentage points on sieves No.4 5 and larger or 3 percentage points on sieves smaller than No. 4. 6 5. Material Types 7 1) Do not use fillers or binders unless approved. 8 2) Furnish the type specified on the Drawings in accordance with the following: 9 a. Gravel 10 1) Washed gravel graded from a single, naturally occurring source. 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 3.0 EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION 17 A. General 18 1. Shape the subgrade or existing base to conform to the typical sections shown on 19 the Drawings or as directed. 20 B. Subgrade Compaction 21 1. Proof roll the roadbed before pulverizing or scarifying in accordance with the 22 following: 23 a. Proof rolling 24 1) City Project Representative must be on-site during proof rolling 25 operations. 26 2) Use equipment that will apply sufficient load to identify soft spots that rut 27 or pump. 28 a) Acceptable equipment includes fully loaded single-axle water truck 29 with a 1,500-gallon capacity. c 30 3) Make at least 2 passes with the proof roller(down and back= 1 pass). 31 4) Offset each trip by at most 1 tire width. 32 5) If an unstable or non-uniform area is found, correct the area. 33 b. Correct 34 a) Soft spots that rut or pump greater than 3/ inch. 35 b) Areas that are unstable or non-uniform. 2019 WSM-D November 6,2020 CPN 102300 99 99 01 GRAVEL SURFACE COURSE Page 4 of 5 1 2. Installation of base material cannot proceed until compacted subgrade approved 2 by the City. 3 3.4 INSTALLATION 4 A. General 5 1. Construct each layer uniformly,free of loose or segregated areas, and compact to 6 a uniform surface. 7 2. Provide a smooth surface that conforms to the typical sections, lines, and grades 8 shown on the Drawings, or as directed. 9 3. Haul approved gravel in clean, covered trucks. 10 B. Equipment 11 1. General 12 a. Provide machinery,tools, and equipment necessary for proper execution of 13 the work. 14 2. Rollers 15 a. The Contractor may use any type of roller to meet the production rates and 16 quality requirements of the Contract unless otherwise shown on the Drawings 17 or as directed. 18 b. When specific types of equipment are required, use equipment that meets 19 the specified requirements. 20 c. Alternate Equipment. 21 1) Instead of the specified equipment,the Contractor may, as approved, 22 operate other compaction equipment that produces equivalent results. 23 2) Discontinue the use of the alternate equipment and furnish the specified 24 equipment if the desired results are not achieved. 25 d. City may require Contractor to substitute equipment if production rate and 26 quality requirements of the Contract are not met. 27 C. Placing 28 1. Spread and shape gravel into a uniform layer by approved means the same day as 29 delivered unless otherwise approved. 30 2. Construct layers to the thickness shown on the Drawings,while maintaining the 31 shape of the course. Minimum total depth shall be 2.5". 32 3. Control dust by sprinkling. 33 4. Correct or replace segregated areas as directed. 34 S. Place successive courses using the same construction methods required for the 35 first course. 36 D. Compaction 37 1. General 2019 WSM-D November 6,2020 CPN 102300 999901 GRAVEL SURFACE COURSE Page 5 of 5 1 a. Multiple lifts are permitted when shown on the Drawings or approved. 2 b. Compact the full depth of the surface course to the extent necessary to 3 remain firm and stable under construction equipment. 4 E. Finishing 5 1. Shape and maintain the course and surface in conformity with the typical sections, 6 lines, and grades as shown on the Drawings or as directed. 7 3.5 REPAIR/RESTORATION [NOT USED] 8 3.6 RE-INSTALLATION [NOT USED] 9 A. Inspection 10 1. City to inspect final course. 11 a. Notify City Project Representative when gravel surface is ready for inspection. 12 3.7 FIELD QUALITY CONTROL [NOT USED] 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 21 END OF SECTION z 2019 WSM-D November 6,2020 CPN 102300 Appendix Appendix A—Construction Details Appendix B—Geotechnical Report Appendix C—Corings Appendix D—Minority and Women Owned Business Enterprise Compliance Appendix E—Wage Rates Appendix F—Traffic Control Plans i I E CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 Appendix A Construction Details CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 i i BACKFILL I 6' MIN, AND 12'. MAX. INITIAL BACKFILL I TRENCH GEOTEXTILE FABRIC UTILITY SAND PER SECTION 33 05 10 P��QP' CRUSHED ROCK PER SECTION 33 05 10 6' MIN. AND 12" MAX. BEDDING 6" MIN. TRENCH WALL CLEARANCE (TYP.) NO GROUND GROUND WATER WATER PRESENT PRESENT FORT WORT,,,�I- CITY OF FORT WORTH,TEXAS REVISED: 08-31-2012 EMBEDMENT FOR WATER LINES 12-INCH AND SMALLER 33 05 10-D101 -BACKFILL i i I 6" MIN. AND 12" MAX. INITIAL BACKFILL .,,,,. - H GEOTEXTILE FABRIC UTILITY SAND PER SECTION 33 05 CRUSHED ROCK PER SECTION 33 05 10 I _ � 6" MIN. 12" MIN. AND 18" MAX. TRENCH WALL CLEARANCE (TYP.) TRENCH DEPTH TRENCH DEPTH LESS THAN OR GREATER THAN 15', EQUAL TO 15', GROUND WATER AND NO PRESENT, OR BURIED GROUND WATER STEEL PIPE PER PRESENT SECTION 33 11 14 FORT WORT CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 EMBEDMENT FOR WATER LINES 16-INCH TO 24-INCH 33 05 10-D102 o� CO'�CRETE OR STEEL_t_I E DLCTIE IRO-LI E a\ o Om pr 0 5 \ O o�? z O Z pmva Mon D aZn �� n m m m w D \ m 0 m o >.\ d D p i �c f (7 D n � 0 - ' Woo o D o�ac R. oz; O4 MZ`D I zo < Nm �O m Dt�l% ZAO /v ; y �0; w= 0. �o m pO�I; OE A H m0OO �, m j]n Z y n i J � IC. an a oDI t,. �F IC -�� Z O 0 v ; Da AU D � f� to D o - uz N X x m I _J v mn A=n MAOJm -zciM i3 Co pp a -�om� Aa o r i ozn W Q m Z y0a y�0o �z or7+ D D aD �0 m�>�m /�` n0a< j o � o o y O -n - - -- - z n o z cq = 1 D= nS-IA o �m OA W; O>y� zx ez oczi'zo n`cDa A; D D o u�; m z< w m w < jn m;fm�i;onnLn;C✓L-tn�[�'. VJ 2 � ZAn N2D 2'"in� ; CC) �o�AiN�owzm�Tmm;-oma momF >$N ao co 0 .sMaonozz >K T"a V O Oy D0D0IL, U FDZ Z�z 0 Z v Ios�o"o'i>uc oAwo Nf O aoz Na nit„no m xc. �mM TI ANom-,oI Sao > N otiN, >oFA mo�D m o ixo r MJ CONNECTION WITH ANCHOR TEE EXISTING OR SIDEWALK OR ANCHOR COUPLING FOR DUCTILE PROPOSED IRON OR PVC PIPE WATER MAIN CURB 6" FIRE HYDRANT' � LEAD LINE (PVC / BOTTOM 5J OR DIP)'i�/,� REST HORIZONTAL OTHER SURFACE GLAND PAVEMENT THRUST FIRE BLOCKING PER WATER MAIN HYDRANT 33 11 00—D130 PLAN VIEW HORIZONTAL BLOCKING 3'-0" FROM BACK PER 33 11 00—D130 OF CURB (MAX. 9') SET FIRE HYDRANT 18" MIN. PLUMB BACKFILL SAME AS WATER MAIN PER BREAKER RING SECTION 33 05 10 W/BREAKER STEM EXISTING OR 2" MIN. 3'-6" MIN. PROPOSED CURB 6" MAX. 7'-0" MAX. PAVEMENT OR OTHER SURFACE i' „Q< PLC' t, Z c MINIMUM 0.3 C.Y. CRUSHED ROCK PROPORTIONALLY HORIZONTAL AROUND BASE. DO NOT THRUST COVER WEEP HOLE. BLOCKING PER t, 33 11 00—D130 �,�-��� HORIZONTAL BLOCKING '-� PER 33 11 00—D130 6" FIRE HYDRANT LEAD CONCRETE REST WATER MAIN LINE (PVC OR DIP) 12"x12"x6" MJ ANCHOR TEE OR SAND EMBEDMENT PER MJ ANCHOR COUPLING SECTION 33 05 10 RETAINER RETAINER GLAND 6" MJ GATE VALVE GLAND PER 33 12 20—D126 NOTE: ELEVATION VIEW 1. DO NOT LOCATE FIRE HYDRANT IN SIDEWALK. 2. PROVIDE FOUR (4) FOOT CLEARANCE AROUND FIRE HYDRANT. 3. EXTENSION SECTIONS MAY BE USED AS REQUIRED AND INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. 4. FOR CONCRETE PRESSURE PIPE OR BURIED STEEL PIPE, PROVIDE AN ISOLATION KIT AND WAX PETROLATUM TAPE COATING PER SECTION 33 04 10 AND FLxMJ GATE VALVE. FORT WORT CITY OF FORT WORTH, TEXAS REVISED: 06-28-2013 STANDARD FIRE HYDRANT (STRAIGHT) 33 12 40-D120 A W N z (Am O w a) r -o D on L4 W>m O r W D c N c r Vl n O z m 0 r Nx Ar.. pOw�-q0-.� 07-.�1 pmz 0 n-nW IOZN C/)>0 Ono OO ZmcOmz -Oz D Z7D= �z 'aD �o wmD AmzD m� rZ,mo oxr -imcnr Do -Uz =o-{r m CO N Op_p ZV ZC �S r Z Z M MED DO D�mm m, tnom m \. zC rZ2Vi� m N mm �=00m mz O �l :Urx(nO -UW y N Z n 41 mczn ZNO Q AO p O�'!' �7 Or�- � z v' fTl -i c z W m Z ci c D rmTl >� �x i'' >rTi;uu J0o c C) ono( m Z zz 0 o Z IV 2 m z Z K m 0_i ., m2< DG) Wm= rn rn o� mom IO-0OZ me w�-< (m W mD :0 IAz -'gym C I-TlFr o Drn o:Ur S00-� ;xm z O v n U) > Cf) -uz vCJ 0 o C C , � > m m C z � o m I Wmxm z rn (AG7 z �M I Z 0 1 � D c �>o C= zm c) <;,0O � z1l o�� 0mz z o ozN cn�0 o MOT I c)o --i -m 1 Z o CwmD ZD7 W Zy �m� oar io nr �C o N � 00 o m MMm cnmU) co me mm � F � 0-0 rCCf)Cn mu C C cF- � m z D wprr�rn wmx cn z (!1 <�� m`no -{ W I ;(Az� rl rn zzW wD�c O C z r� 0zizc ; x�, N m c� oF �_ ;U,> W W� m mz A � A U) UI Z� _W�u> 0 0 0 O Om �O m 1 Z A Z vw cn � N O W N 2 o r, I - z-0 z 0" BARS BARS (TYP.) ll i � @VAi (TYP.) RRECCAIM2,-0TQ 00= 8—#4 BARS �� 3/a�� CHAMFER (TYP.) /4 CHAMFER v v FOR UNIMPROVED (TYP.) SURFACES ONLY CONCRETE COLLAR CONCRETE COLLAR CONCRETE COLLAR (ASPHALT) (UNIMPROVED SURFACES) (RECLAIMED WATER — ALL LOCATIONS) PAVED AREAS UNPAVED AREAS NOTE: 1. GATE VALVES SHALL BE CONCRETE COLLAR —a/4" CHAMFER (TYP.) RESILIENT SEATED. 2. PROVIDE 3" MIN, OF COVER 8" TYP. I 3" MIN. OVER REINFORCEMENT IN /i,��;�i✓i� ALL DIRECTIONS. • 3. COLLARS SHALL BE 4,000 PSI CONCRETE PER SECTION IF VALVE OPERATING NUT IS 03 30 00, MORE THAN 3' BELOW AWWA TWO—PIECE PAVEMENT SURFACE, PROVIDE VALVE BOX OR EXTENSION STEM TO I' BELOW APPROVED EQUAL PAVEMENT SURFACE. USE RETAINER GLANDS FOR VALVE RESTRAINT GATE VALVE Y8"x45' CHAMFER 1 I 2 +3'i 2" SQUARE STOCK:::�:[ ° W/ 1" DIA. HOLE j J DRILLED THROUGH I I I 1"0 SOLID i ROUND STOCK NOTE: 1. 1" ROUND SOLID BAR & 2" SQUARE ' PER ASTM A-108-81. SAE 1020, VARIES COLD DRAWN OR BETTER. 2. 2—)/2" SQUARE TUBING PER ASTM A-512-79, SAE 1020, COLD DRAWN OR BETTER. 3. ALL WELDS SHALL COMPLY WITH A.W.S. CODE FOR PROCEDURE, APPEARANCE AND QUALITY OF WELDS. 2" SQUARE STOCK I W/ 1" DIA. HOLE DRILLED THROUGH 2"+1 2Y2" SQUARE TUBING W/ Y4" THICK WALL II T 4 ±o VALVE STEM EXTENSION FORT WORTH CITY OF FORT WORTH, TEXAS REVISED: 10-18-2018 WATER DISTRIBUTION GATE VALVE & BOX (12" AND SMALLER) 33 12 20-D126 32" HINGED FRAME AND COVER PER 33 05 13-DOOB MANHOLE BASE MAX. 6" D" POLYISOCYANURATE CUSHION PAD, 1' THICK, BENEATH MANHOLE BASE "E„ </ / 0 i 10" 10" MIN. MIN. - 12 O. 0� {{ j/T MANHOLE (, .. ���' � Il� '.l BASE REINF ��� J. :.� 0 #6 OARS ® `1 l 0,,1 b1 6" OCEW u �= EMBEDMENT SHALL BE o G CRUSHED --,--.,..-��, ! �,i ROCK PER 33 05 10 / 3'X3'X6" CONCRETE RESILIENT..., ,...,,. ,. _ ii � � � �_ •/ � � ����� BASE WITH #4 BARS SECTION B-B SEAT GATE ®6" OCEW, CAST ON VALVE UNDISTURBED SOIL \ DIMENSION TABLE GATE RISER MIN. BURY LAIN. BURY VALVE A 8 MIN. C D E 512E DEPTH DEPTH X SIZE PAVED- UNPAVED` 18„ 5. 0 1,-6. 7-e" 13" 5„ 1. 6, 2. 5.-3„ 11, 16" 6' 0 1'-9" 3'-7" 16" 6" 1" W-10" 5'-11" 12' - .. 20" W 0 1'-10" 3'-7" 16" m2" W-10" 5'-11" 12' - B MANHOLE BASE 24' 6' 0 2'-0" 3'-9" 16° 7'-0" 6'-1" 12' REINF. #6 BARS @ 30" T 0 2'-3" $-11" 16" 8'-2° T-3" 13' VAULT-PLAN 6' OCEW 36" T 0 2'-6.. 5'-6" 16" 1 8'-9" 1 7'-10" 13' -MINIMUM BURY DEPTH IS FROM FINISHED GRADE TO TOP OF PIPE PRE-CAST 32" HINGED FRAME AND COVER MANHOLE PER 33 PER 33 05 13-DOOB, IF VAULT 39 10/20-D208 IS IN PAVEMENT, ORIENT HINGE NOTES: TOWARD ONCOMING TRAFFIC 1. VAULT TOP SHALL BE PER MANHOLE LID ASSEMBLY ��� .�� , V .�� A >� DETAILS AS INDICATED ON THE DRAWINGS. 2. RISERS: 2.1. DUCTILE IRON OR PVC PIPE: PROVIDE TAPPING COPPER SHALL 6„ SADDLE WITH CC THREAD, BALL CORPORATION NOT BE IN STOP CCxFLARE, COPPER RISER AND Ya TURN CONTACT WITH MIN. BALL VALVE FLARExFLARE PER SECTION 33 12 MANHOLE -'`STAINLESS STEEL 10. STRUCTURE STRAPS TO 2.2. STEEL OR CPP: PROVIDE A THREADED OUTLET „A" •`BRACE COPPER, WITH CC THREAD, BALL CORPORATION STOP CLSM OR CSS�.., T SEE INSET 'A' CCxFLARE, COPPER RISER AND Y, TURN BALL PER SECTION VALVE FLARExFLARE PER SECTION 33 12 10. 33 05 10 „E„ GROUT MANHOLE 3. TO OPEN ALL VALVES THE OPERATING NUT SHALL "(CONNECTION PER BE TURNED TO THE RIGHT (CLOCKWISE)_. COPPER RISER SECTIONS 33 39 SEE NOTE 2 ,,10 OR 33 39 20 MANHOLE BASE REINF. INSET 'A' #6 BARS @ ` 6" OCEW 6" 12" 1 12" 611. 12" STAINLESS STEEL MIN. MIN UNI-STRUT, "U"-BOLT POLYISOCYANURATE I � AND NUTS CUSHION PAD, 1' THICK, EXTENDING IN PIPE LAY DIRECTION 12,. ( 36" MIN. MIN. (TYP) THREADED OUTLET 'I TAPPING SADDLE W/ W/ CC THREAD BRRISER ACING ELEVATION CC THREADS PER SECTION 33 12 10 I FLANGED CONNECTION, DETAIL MJ RETAINER ( PROVIDE ISOLATION KIT WITH PETROLATUM TAPE COATING PLAN GLAND PER SECTION 33 04 10 3'X3'X6" CONCRETE PVC/DIP CPP/STEEL BASE WITH #4 BARS @ 6" OCEW, CAST ON UNDISTURBED SOIL SECTION A-A F�Ri 11�i�i CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 i WATER TRANSMISSION GATE 33 12 20-D127 VALVE & VAULT (16" - 36") BLOCKING SHALL EXTEND TO UNDISTURBED EARTH ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN RESTRAINED POLYETHYLENE PER PLUG OR CAP TEE SECTION 33 11 11 ? II I� II t I ' II �IiI � X BEND C3 X BLOCKING SHALL EXTEND TO PLAN VIEW UNDISTURBED EARTH HORIZONTAL THRUST BLOCKING TABLE PLUGS, TEES, 90* BENDS 45' BENDS 22.5' BENDS 11.25' BENDS PIPE "X" DEAD-ENDS SIZE DIM.** MIN. AREA MIN. AREA MIN. AREA MIN. AREA MIN. AREA (SF) (SF) (SF) (SF) (SF) 6" 1'-6" 4.00* 4.50 4.00* 4.00* 4.00* 8" 1'-6" 5.65 8.00 4.33 4.00* 4.00* 10 1 -6 8.84 12.50 6.76 4.00* 4.00* 12" 1'-6" 12.72 17.99 9.74 4.96 4.00* 16" 2'-0" 22.62 31.99 17.31 8.83 4.43 20" 2'-0" 35.34 49.98 27.05 13.79 6.93 24" 2'-0" 50.89 71.97 38.95 19.86 9.98 *MINIMUM THRUST BLOCKING SURFACE AREA SHALL BE 4 SQUARE FEET. **DIMENSION "X" TO BE A MINIMUM OF ONE FOOT AND SIX INCHES, BUT IS TO BE INCREASED WHERE NECESSARY TO PROVIDE BEARING AGAINST UNDISTURBED TRENCH WALL. NOTES: 1. THRUST BLOCKING AREAS SHOWN ARE BASED ON: 1.1. 225 PSI TEST PRESSURE 1.2. 3,000 PSF HORIZONTAL OR LATERAL BEARING PRESSURE FOR ACCEPTABLE SOILS 1.3. MINIMUM COVER OF 42" 1.4. A SAFETY FACTOR OF 1.5. 2. THE ENGINEER SHALL PROVIDE A SEPARATE BLOCKING TABLE WHEN THE CONDITIONS DO NOT MEET THE ABOVE ASSUMPTIONS. 3. THE CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF THRUST BLOCKING FOR ALL PIPES, THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS BID. 4. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS. 5. BLOCKING FOR WATER LINES LARGER THAN 24" SHALL BE DESIGNED FOR THE SPECIFIC LOCATION AND SHOWN ON THE DRAWINGS, 6. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. 7. CONCRETE MATERIAL SHALL CONFORM TO SECTION 03 30 00. FORT WORTH CITY OF FORT WORTH, TEXAS REVISED: 12-30-20111 - �� HORIZONTAL THRUST BLOCKING 33 11 00-D 130 BEND „X„ CONCRETE CRADLE SHALL EXTEND TO UNDISTURBED EARTH PROFILE VIEW CONCRETE CRADLE TABLE 90' BENDS 45' BENDS 22.5' BENDS 11.25' BENDS PIPE "X" SIZE DIM.** MIN. AREA MIN. AREA MIN. AREA MIN. AREA (SF) (SF) (SF) (SF) 6" 1'-6" 4.50 4.00* 4.00* 4.00* 8" 1'-6" 8.00 4.33 4.00* 4.00* 10" 1'-6" 12.50 6.76 4.00* 4.00* 12" 1'-6" 17.99 9.74 4.96 4.00* 16" 2'-0" 31.99 17.31 8.83 4,43 20" 2'-0" 49.98 27.05 13.79 6.93 24" 2'-0" 71.97 38.95 19.86 9.98 *MINIMUM THRUST BLOCKING SURFACE AREA SHALL BE 4 SQUARE FEET. **DIMENSION "X" TO BE A MINIMUM OF ONE FOOT AND SIX INCHES, BUT IS TO BE INCREASED WHERE NECESSARY TO PROVIDE BEARING AGAINST UNDISTURBED TRENCH BOTTOM. NOTES: 1. THRUST BLOCKING AREAS SHOWN ARE BASED ON: 1.1. 225 PSI TEST PRESSURE 1.2. 3,000 PSF HORIZONTAL OR LATERAL BEARING PRESSURE FOR ACCEPTABLE SOILS 1.3. MINIMUM COVER OF 42" 1.4. A SAFETY FACTOR OF 1.5. 2. THE ENGINEER SHALL PROVIDE A SEPARATE BLOCKING TABLE WHEN THE CONDITIONS DO NOT MEET THE ABOVE ASSUMPTIONS. 3. THE CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF THRUST BLOCKING FOR ALL PIPES. THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS BID. 4. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS. 5. CRADLES FOR WATER LINES LARGER THAN 24" SHALL BE DESIGNED FOR THE SPECIFIC LOCATION AND SHOWN ON THE DRAWINGS. 6. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. 7. CONCRETE MATERIAL SHALL CONFORM TO SECTION 03 30 00. FORT WORTH CITY OF FORT WORTH, TEXAS REVISED: 12-30-20111 CONCRETE CRADLE 33 11 00-D131 6" MIN. f � 6" MIN r 6" MIN. O' TIE—DOWN BARS AS DESIGNATED ON TABLE REINFORCING MAT i SHALL BE #4 BARS 6" OCEW WIDTH SHALL BE 8" PLAN VIEW MIN. FOR 2 BAR APPLICATIONS, BLOCKING SHALL `. BE AGAINST OTHERWISE 6" MIN. 6" MIN. URBED 6" MIN. PIPE BACKFILL PER UNDISTEARTHH (TYP.) DRAWINGS AND SECTION VIEW SECTION 33 05 10 HOOK TIE DOWN BARS INTO BLOCKING SHALL PIPE EMBEDMENT REINFORCING BE AGAINST PER DRAWINGS AND MAT (TYP.) UNDISTURBED SECTION 33 05 10 EARTH VERTICAL TIE-DOWN BLOCKING TABLE is L SIZEPPE 90- BENDS 45- BENDS 22.5' BENDS 11.25' BENDS MIN. MIN, MIN. MIN, MIN. MIN. REINFORCING MAT, .'', < VOLUME #4 VOLUME r/4 VOLUME #4 #4 BARS @ 6" OCEW �:;` (CF) BARS (CF) BARS (CF) BARS 6" ALL 90' 48.69 1 24.82 1 12.47 1 8" BENDS 86.56 2 44.13 1 22.17 1 10" SHALL BE 135.25 3 68.95 2 34.64 1 PROFILE VIEW 12" RESTRAINED 194.76 4 99.29 2 49.88 1 NOTES: 1. VERTICAL TIE—DOWN BLOCKING VOLUMES SHOWN ARE BASED ON: 1.1. 225 PSI TEST PRESSURE 1.2. 150 PCF CONCRETE DENSITY 1.3. A SAFETY FACTOR OF 1.5. 2. BAR QUANTITIES ARE BASED ON: 2.1. 30 KSI #4 STEEL REINFORCEMENT BAR 2.2. A FACTOR OF SAFETY OF 1.5 2.3. "L" SHALL BE A MINIMUM OF 18". 3. THE ENGINEER SHALL PROVIDE A SEPARATE VERTICAL TIE—DOWN BLOCKING TABLE WHEN THE CONDITIONS DO NOT MEET THE ABOVE ASSUMPTIONS. 4. THE CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF VERTICAL TIE—DOWN BLOCKING FOR ALL PIPES. THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS BID. 5. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS. 6. WIDTHS, LENGTHS AND DEPTHS MAY VARY BUT SATISFACTION OF ABOVE MINIMUM VOLUMES MUST BE DEMONSTRATED. 7. KEEP CONCRETE CLEAR OF PIPE JOINTS AND BOLTS. 8. VERTICAL TIE—DOWN BLOCKING FOR LINES 16" AND LARGER SHALL BE DESIGNED FOR THE SPECIFIC LOCATION AND SHOWN ON THE DRAWINGS. 9. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. 10. CONCRETE MATERIAL SHALL CONFORM TO SECTION 03 30 00. FORT WORTH CITY OF FORT WORTH, TEXAS REVISED: 12-30-201❑ VERTICAL TIE-DOWN BLOCKING 33 11 00-D132 3' MIN. BELOW FINISHED GRADE UPON COMPLETION OF CLEANING, REMOVE RESTRAINED SPOOL PIECE AND PROVIDE MJ PLUG EMBEDMENT AROUND PER SECTION 33 04 40. ENTIRETY OF WYE PER SECTION 33 05 10 2 MIN. RETAINER GLANDS (TYP.) \ FLOW DUCTILE IRON MJ GATE VALVE MJ WYE CLEANING WYE ON LOOPED PER 33 12 20-D126 WATER SERVICE i i I 3' MIN. BELOW FINISHED GRADE ; UPON COMPLETION OF CLEANING, REMOVE RESTRAINED SPOOL PIECE AND PROVIDE RESTRAINED MJ EMBEDMENT AROUND PLUG PER SECTION 33 04 ENTIRETY OF WYE PER 40, SECTION 33 05 10 RETAINER GLAND i HORIZONTAL BLOCKING PER FLOW I 33 11 00-Dl30 RESTRAINED MJ PLUG DUCTILE IRON MJ WYE CLEANING WYE ON NOTES: NON-LOOPED WATER 1. WYES SHALL ONLY BE LOCATED SERVICE WHERE INDICATED ON THE DRAWINGS. 2. ALL WATER PIPING 12" AND SMALLER SHALL BE DUCTILE IRON OR PVC. CITY OF FORT WORTH, TEXAS REVISED: 05-08-2013 FORT WORTH STANDARD CLEANING WYE FOR WATER 33 04 40-D135 DISTRIBUTION PIPE (12" AND SMALLER) A p m m m m p � OD OOZ p Z p Z Z 0 Z Z Cf)� m 0 0 p O m A N F A O mnmp z0 OA U)ZO p z A p Z- O zoz m ommm x m !% m -<m vom m 'A � 0mim D' mZ Z z - A Z. p ,% (AD-i Z p I p l7J �;;. 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SLEEVE MJxMJ RESTRAINED GATE VALVE PER 33 12 20-D126 ELEVATION NOTES: 1. PROVIDE VERTICAL & HORIZONTAL BLOCKING AND TIE-DOWN BLOCKING AS NECESSARY OR REQUIRED PER 33 11 00-Dl30/Dl3l/Dl32. 2. ALL PIPING FOR RING CONNECTION 12" AND SMALLER SHALL BE DUCTILE IRON AND RESTRAINED WITH RETAINER GLANDS AS SHOWN. 3. "12" AND SMALLER RING CONNECTION" REFERS ONLY TO CONNECTION PIPING AND VALVES, REGARDLESS OF SIZE OF EITHER MAIN. SIZE OF RING CONNECTIONS SHALL BE AS INDICATED ON THE DRAWINGS. 4. DESIGN AND LOCATION SHALL BE AS INDICATED ON THE DRAWINGS. THIS DETAIL REPRESENTS THE GENERAL INTENT FOR ASSEMBLY. 5. ALL DUCTILE IRON FITTINGS SHALL BE ENCASED IN POLYETHYLENE PER SECTION 33 11 11. FORT WORT CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 12" AND SMALLER RING CONNECTION 33 12 25-D161 BACKFILL i 6" MIN. AND 12" MAX. INITIAL BACKFILL TRENCH GEOTEXTILE FABRIC � pip JQ�\p�P CRUSHED ROCK PER -; SECTION 33 05 10 6" MIN. AND 12" MAX. BEDDING 12" MIN. TRENCH WALL CLEARANCE (TYP.) FORT WORTH CITY OF FORT WORTH, TEXAS REVISED:03-23-2018 EMBEDMENT FOR SANITARY SEWER UP TO 15-INCH DIAMETER 33 05 10-D201A BACKFILL AND SURFACE REPAIR TO MATCH SEWER MAIN i i 2" MIN. r �oz , TRENCH GEOTEXTILE FABRIC CRUSHED ROCK PER SECTION 33 05 10 2" MIN. � FORT WORT„�I- CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 EMBEDMENT FOR SANITARY SEWER SERVICES 33 05 10-D202 NOTES: 6. UNLESS OTHERWISE INDICATED IN THE DRAWINGS, 4'0 1. MANHOLE TOP SHALL BE PER MANHOLE LID ASSEMBLY MANHOLES SHALL BE USED FOR 21" AND SMALLER DETAILS AS INDICATED IN THE DRAWINGS. SANITARY SEWER LINES AND 5'0 MANHOLES SHALL BE USED 2. FOR CAST-IN-PLACE MANHOLES, CURE FOR THREE DAYS 24" UP TO 36" SANITARY SEWER LINES. BEFORE BACKFILLING AROUND STRUCTURE 7. HINGED LIDS SHALL BE REQUIRED FOR ALL SANITARY SEWER 3. IF SOIL CONDITIONS OR GROUND WATER PREVENT USE OF MANHOLES WITH CONNECTING LINES OF 24-INCHES AND COARSE AGGREGATE BASE A 2-INCH MUD SLAB MAY BE GREATER. SUBSTITUTED. 8. HINGED LIDS SHALL BE REQUIRED FOR ALL SANITARY SEWER 4. CAST-IN-PLACE CONCRETE SHALL BE PER SECTOIN 03 30 MANHOLES WITH A RIM ELEVATION GREATER THAN 00. 12-INCHES ABOVE NATURAL GROUND. 5. PRE-CAST JOINTS SHALL CONFORM TO ASTM C478. FRAME AND COVER AS INDICATED ON THE DRAWINGS OR AS REQUIRED PER NOTES 7 AND 8 PRE-CAST CAST-IN-PLACE T MANHOLE LID ASSEMBLY, SEE • .,. NOTE 1 3" MIN. 8" MIN. (TYP.) PROVIDE EXTERNAL COATING IN ACCORDANCE WITH ACCEPTABLE ( ASTM D4258 AND BACKFILL AROUND I D4259 MANHOLE (TYP.) PER • SECTION 33 05 10 RUBBER GASKETS AT ALL PRECAST JOINTS 5" MIN. FOR 4'0 8" MIN. r.' 6" MIN. FOR 5'0 7„ MIN. FOR 6'0 4', 5' OR 6' 0 AS INDICATED IN THE DRAWINGS APPLY INTERIOR CORROSION PROTECTION IF •` REQ'D (TYP.) PER SECTION 33 39 60 PIPE CONNECTION IN ACCORDANCE WITH SECTION 33 39 20 SLOPE BENCH PIPE CONNECTION IN EMBEDMENT SHALL BE TOWARDS ACCORDANCE WITH SAME AS MAIN (TYP.) DOWNSTREAM SECTION 33 39 10 PER SECTION 33 05 10 •, DIRECTION I GROUT AROUND PROVIDE 3/4 PIPE DEPTH INVERT PENETRATION (TYP.) I I 12' I I I \\ MIN. I I J I \ I \ 12" MIN. 8„ .. ADJUST GROUT INVERT l 7 W/OFFSET TO MATCH PIPE FLOWLINE AS NEEDED 6" 8„ MIN. MIN. 8" CRUSHED ROCK BELOW MIN. UNDISTURBED MANHOLE BASE (TYP.) EARTH PER SECTION 33 05 10 CITY OF FORT WORTH, TEXAS REVISED: 06-19-2013 FORT WORTH STANDARD MANHOLE 3339 10/20-D208 NOTES: 1. MANHOLE TOP SHALL BE PER MANHOLE LID ASSEMBLY DETAILS AS INDICATED IN THE DRAWINGS. 2. CLSM OR CSS BACKFILL AROUND DROP PIPING SHALL BE A MINIMUM OF 24" IN ALL DIRECTIONS. 3. NO PLUG SHALL BE PLACED ON TEE. 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XI•, z <O D Z r y o m(A r l Z O r p Dm0 �1 O O DM O ZGq Z'A Z vi ry m = A /Z ma I'1 m . r Z� x0 '—i D= co D �p�z m A razz /� rn to OO D v D o 0V)>� Z m 0 .: rn m m r DZg cn c 0 z VI m p 1 J T�1 TI = pC ypx ®��x N M i rnm rnC)� m ••�j u zfA-iTl� O O DOm CO Z '`Y^ Z,m � = v, O x x 0 m Z�A m m c� Z o Z1 O 0 p �.}� �0 r o v A X m m D mOO,ZOj �p� D XZI,m m� p Z Z =0om D m Z A r A :m ' O7 z x Cl)-, m-=n N D O r w � r N m O N -� m tV o to o � w v N w N � T O en n rA y F fh r� r- n R7 � { o 7 1 m Y z 4 rrk m 0{ � r9 ;rmPU T 'D a0 '� lb. m 1 Q Q f C rG N�� � ❑�� 4 i'l m F 114 F� �a I1 m L v I—.iI "k-, ' OR Y" Cl1RB �0 z m i- PER TYPICAL 4 n;3 I--� SECTION � rVr 1 r: 471 rtsmn zr1 `b rn TT � � LG frl q Fm 1 Fm W � m W m s o {fl M1] �.x1 � iSri W � � = $ al € w vex rro� I y p 4A a�4 I, , i � .� y FAex Or P t•1 6!S F� p rµ e rn nY rr�.+. ti Y {a m Q q Z m m O� oN 2 y 3 } 'P m ❑ vkf � o _ 2t �� �4 3 to IV ry � NOTILS TO DESIGNER: T. pF.TAIL VEFINE5 PAY I ILA ITS OF HMAC TRANSITION SUBSIDIARY 10 [HE CGISICIRE1E VALLEY GUfmR CON$IRUCIION. F 124" HMAC TR AN SI TION EXPANSION PER SECTION EXPANSION IpINT$ 32 12 18 JOINTS PER PER 32 13 13-D513 32 13 13-4513 I A � 7 9u HMAC SEE NOTE 4 TRANSITIDN PER SECTION 32 12 16 INTERSECTING VALLEY 1 J PLAN VIEW SEE NO ESEE 4 14 BARS dA 1" MAX OR AS DIRECTED BY NOTE 4 THE ENGINEER CO6IPACTED S'-p" MIN_ SUBGRADE (RESIDENTIAL STREETS) (SFF NOTE 2) SECTION A-A NOTES I. THE T" REINFORCED CONCRETE VALLEY SHALL REPLACE THE TOP 7" OF THE PAVEMENT PATH THE REidAINING PORTION OF PAVEMENT TO RE CONSTRUCTED INCLLXWG SlUBMADE TREATMENT. IN ACCORDANCE WITH THE TyPICAi. PAVING SECTION. 2. 6" FLEX BASE, TYPE A, CR-1 OR MATCH THE PREPARED SUGGRAIDI: REQUIREMENTS FOR THE PAVEMENT SECTION. TYPE Q OR TYPE B ASPHALT 9R PREPARED SUBGRADE MAY BE USED. 3. PAY LIMITS FROM EXPANSION JOINT TO EXPANSION JOINT. 4. 9" AND 24- HMAC TRANSITION SUOSIDIARY TO CONCRETE VALLEY CUTTER. CITY MAY APPROVE ADDInONAL HMAG TRANSITION UEYOND 7HE5E LIVITS UNDER SEPARATE PAY ITEM FOR HMAC TRANSITION PER SECTION 32 1? 16. 5. GUTTER TO BE SHAPED TO CONFORM WITH CONCRETE VAI LEY (OR PAVEMENT). FONT WORTH CITY OF FORT WORTH,TEXAS REVISI 0: 08-31-2012 CONCRETE VALLEY GUTTER 32 16 13-D530 ON t ' 4' a N >o m o VARIES g ?A m O Friuli". ,J � m 0 Y O 4- c o J �"i � P I• � fN —� D 1 m m o o mn cno 'G" *w �` a z z � 0 � p C- y ° z (A D mrDT. T5+'I Z o o n oo z mm r n ago cu ,�2� �' m c �, -+ o % s z� 11 n F $ m m 0 z O w 0 N� x � c J� > 555 92 K =Q CA � vAal � y�Omc Q m m -n D ' oo i'+a 0 �o m �' DD Z Or :n o a $ a cl 0 Q z 4, gg oZ TA a O O o RK z -0 c� z m rfl ao 5 �8 r m a cn -t r (A ' m m M n � L4r— Z � � z cl c) K I wv 1, N 0 10" 1'MIK To s WL 0 � v � � o Appendix B Geotechnical Report CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 Gevtechaicar 2209 KfiseowwShwef Tek 972-620-8911 I� II T E T I Con,virtedion Maferiab Dallas, Texas 75129 Fax.- 972-62NI302 ErtVtrxlllmertrrrl www.alpbatesting.cmi TSPE Firms Na 8" WHERE IT ALL BEGIN& May 20, 2020 Neel-Schaffer, Inc. 515 Houston Street, Suite 751 Fort Worth, Texas 76102 Attention: Mr, Jim Amick, P.E. Re: Geotechnieal Exploration Water and Sanitary Sewer Replacement Nest Long Avenue from Northwest 27111 Street to Angle Avenue Fort Worth, Texas ALPHA Report No. G200952 Submitted herein is the report for the water and sanitary sewer replacement at the referenced site. This study was authorized by Mr. Jim Amick, P.E, and performed in accordance with ALPHA Proposal No. 73455 coated September 24, 2019, 1.0 Purpose and Scope We understand the project will consist of utility re-construction along West Long Avenue from Northwest 27'h Street to Angle Avenue in Fort Worth,Texas. The pavement will be reconstructed with portland cement concrete (PCC) and/or asphalt concrete (AC). Based on our conversations with the client, we understand pavement design recommendations are not needed at present time. The purpose of this geotechnical investigation is to provide information to be used in the construction of underground utility lines and to provide recommendations regarding earthwork including back ill and compaction. 2.0 Field E xplaration Subsurface conditions on the site were explored by drilling eight (8) test borings to depths of 4 to 10 ft in general accordance with ASTM Standard l3 420 using standard rotary drilling equipment. All borings were initially scheduled to be drilled to a depth of 10 ft each. However,Borings 2 and 7 were terminated in limestone at depths of 5 ft and 4 ft, respectively. The approximate location of each lest baring is shown on the Boring Location Plan, Figure 1, enclosed at the end of the report, Subsurface types encountered during the field exploration are presented on Log of Baring sheets included in the report. The boring logs contain our Field Technician's and Engineer's interpretation of conditions believed to exist between actual samples retrieved. Therefore, these boring logs contain both factual and interpretive infonnation. Lines delineating subsurface strata on the boring logs are approximate and the actual transition between strata may be gradual. ALPHA Reporl No. G200952 3.0 Laboratory Tests Representative samples were examined and classified by a qualified member of the Ceotechnical Division and the boring logs were edited as necessary. To aid in classifying the subsurface materials and to determine the general engineering characteristics, natural moisture content tests (ASTM D 2216), Atterberg-lirnit tests (ASTM D 4318), hand pereirometer tests, and unconfined compression tests (ASTM D 2166) were performed on selected samples. Results of all laboratory tests described above are provided on the accompanying Log of Boring sheets. 4.0 Corrosiviki Test Results In addition to the tests described in Section 3.0, pH tests (AST D-4972), chloride tests (EPA 325.3),sulfide tests(EPA 9030B), and resistivity tests (ASTM 0-57)were performed on selected samples. Test results are summarized in Table A. TABLE A Corrosivil y Test Results Sample B a o Material i Ty f Materil 41 Chlorides, Sulfides, Resistivity, Ong Depth, ft ppm ppm Ohm-cin 1 2-4 Dark Brawn Clay 8.27 8.49 -�0.5 1,400 3 0-2 grown Clay 8.05 2.50 <0.5 1,500 5 2-4 Dark Brown Clay 8.10 24.40 <0.5 1,200 F6 2-4 Tan Clay 9.52 4.49 <0.5 4,000 5.11 Trench Rackfill Clay sails used as fill/backfill should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density (ASTM D 698). The compacted moisture content of the clays during placement should be within the range of+1 to+4 percentage points of the material's optimum moisture. Clay fill should be processed and the largest particle or clod should be less than G inches prior to compaction. In cases where utility lines are more than 10 ft deep, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within-2 to +2 percentage points of the material's optimum moisture content. The portion of the fit Vbackfi11 shallower than 10 fl should be compacted as previously outlined.. Density tests should be performed on each lift(maximum 12-inch thick)and should be performed as the trench is being backfilled. Even if fill is properly compacted, fills in excess of about 14 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when designing utility lines under pavements and/or other areas with deep fill. 2 ALPHA Report No. 0200952 Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and compacting each lift to at least the specified minimum dry density. Field density and moisture content tests should be performed on each lift. If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction grade, the contractor or others shall be required to develop an excavation safety plan to protect personnel entering the excavation or excavation vicinity. The collection of specific geotechnical data and the development of such a plan, which could include designs for sloping and benching or various types of temporary shoring, is beyond the scope of this study. Any such designs and safety plans shall be developed in accordance with current OSHA guidelines and other applicable industry standards. If the previously mentioned settlement potential associated with compacted clayey backfill is not acceptable, CLSM may be utilized as a backfill material in accordance with City of Forth Worth Standard Specification 33 05 10. CLSM (Controlled Low Strength Material) is a flowable fill material consisting of a mixture of cement, water, and aggregate that is typically used for noti- structural purposes such as backfill or road bases. 6.0 Limitations Professional services provided in this geotechnical exploration were performed, findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. ALPHA,upon written request,can be retained to provide such services. ALPHA is not responsible for conclusions, opinions or recommendations made by others based on this data. Information contained in this report is intended for the exclusive use of the Client (and their designated design representatives), and is related solely to design of the specific structures outlined in Section 1.0. No party other than the Client (and their designated design representatives)shall use or rely upon this report in any manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such intended use. Any such third party using this report after obtaining ALPHA's written acceptance shall be bound by the limitations and limitations of liability contained herein, including ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented in this report should not be used for design of any other structures except those specifically described in this report. In all areas of this report in which ALPHA may provide additional services in requested to do so in writing, it is presumed that such requests have not been made if not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can change with passage of time. Recommendations contained herein are not considered applicable for an extended period of time after the completion date of this report. It is recommended our office be contacted for a review of the contents of this report for construction commencing more than one (1)year after completion of this report. Non-compliance with any of these requirements by the Client or anyone else shall release ALPHA from any liability resulting from the use of, or reliance upon, this report. 3 AJAIIA Ruporl No. LI200952 Recu mink.ltclations provided in this 1-0p xrt ure based «n ()Ill'u11dcrSta11di11g of ill ronnntilm pravided T� by the Client above charaderlstim of(he pro'jec:t. If tllc Client nn(cs any dcvhttimi fi-oIll the fbcis about pl'ojcct charracteristics,ozir office shck�lld be contaotcrl irnlnWillicly since this may rutltoliiaily Alter tale recomincrldittiotls_ 17arlher, ALPHA hs nr)( responsible for cltutingcs resulliag 1'rc�Ii� workmanship of designers err find it is lticotn'rendc-d (Ile Owaur rcEatu gualillcd personnel, :such as a 6colechnicAl Iinglncerjng Iron, 90 verify cunstatclion is 11crl01-m4n1 in accn1-dallm Wl(t11)1aIis alid 5p{`l.1fi Cat i011' , M Closin ALPHA '1ESTINU, INC. Appreciates the nplx>`ftutlity (n be of service on (his preslccl. 111casc contact our of cc if we call be{3f Furtlict-aasislalice. 6b ALPHA 'ri'' rT1 N G,INC. � F�OF ........ svrx w. tiiir�...:.,.... " •. 12999 .,Q Scott W. Tllylor, 1 .1.:. 0.". cj 'oaNS � iIarslia R Add Lila, I Senior Ci€niechnical ];ngineer It t ON AL (jeo>echnictil Dopt i-lment Manager kV%Attael)mcnts: Iloring l.ucaji()II I'1�m -I,'igil1. 1 Lugs 01,13urings Key to Sail Sy ill 1101q and C'lim3iflcI60n., k CD 7. 7 k k � � R \ § � w n � � � a � F— & 7 � f � } � ` � G m 2c . � . � � - -\ . � 3 � � % § o � - � � � 2209 W1,y rnsry S?met ALPHA #LTESTING &die f00 LOG OF BORING NO.: I Dallas, Toax sheet 1 of 1 75229 WHERE I T ALL BEGINS Phone:9T2-620.8911 PROJECT NO.: G200052 Fax: 972-620-1302 wrv�v.dfpJrafeslir�g.tam Client; Negl�;tFisffer, InG, Location: _ port Worth,Tens projAet: Water and Sanitary Sewer I eolatement Surface Elevation- Start Dale: 412W2020 End Date: 4J'20J2020 West: Drilling Method:,__ CONTINUOUS FLIGHT AUGER North: Hammer Drop(I Is!In): 140130 GROUND WATER OBSERVATIONS gt a r On Ponds(ilk, NONE 2 ' Y After Drilling(R): DRY g _ o o Z After Hours(ftJ o a o a R de- U Z 7 4 MATERIAL DESCRIPTION 2'ASPHALT B"CONCRETE 0, Dark Brown CLAY 8.0 33 63 24 89 2,5 26 57 22 35 21 6,0 Tan CLAY Wllh some sand and gravel 4.5 21 2.0 16 32 16 16 10 10.0 TEST IBORING TERMINATED AT 10 FT 18 2209 liosconsim Slrw LP Smile 100 LOG OF BORING NO.: 2 l3aflas. Texas sheet 1 ur 1 75229 WHERE IT ALL BEGINS Yhaire:972-620-8911 PROJECT NO.: G200952 Fax; 972• 0-1302 www,alplKICS Wcorm client- Neel-66haffer.lnc, t-ocataon: Fort Wadh,Texas Project: abater end Sanitary Sewer Reptacemanl Surface Elavatla Start Date,. 51612020 End Date: SAM20 West: _ Drilling Method: CONTINUOUS FLIGHT AUGER N*rth: HaFrmmr Drop(Ihs!In): 14013D GROUND WATER OBSERVATIONS a A -�Z On Rods(fl): NONE Auer Dr1111ng{fi}; DRY v �After - -- Y8 a 9 z EL CL MATERIAL DESCRIPTION Dark Brown CLAY 4 5+ 20 55 20 35 4.5+ 5.0 100 23 63 24 39 . 4.0 Tan LIMESTONE 5 �.D TEST BORING TERMINATED AT 5 FT i I 10 ` I 15 2209 Wi"nsur Sftw L II T T I &dk-100 LOG OF BORING NO.: 3 Ouffas, Texas Sheet 1 cl 1 75279 WHERE I T ALL BEGINS Phmic:972-620-6911 PROJECT NO.: 209952 Fax 972-620-1302 www aljrfraresliug,cvm Client: Neal-Schaffer, Inc_ Location: Fort Wort,Tmm Prajeot: Water and Sanitary Sewer Raplacement Surface Elevation: Start Data: 412(V20M End Da* 412W020 West: Drilling Method:_ CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1In): 140130 GROUND WATER OBSERVATIONS a Dn Rods{tt]C NONE " E After Drilling 00: DRY a E ` a a $After Hours(ft): a a° a MATERIAL DESCRIPTION rA Fn 2'ASPHALT W'CONCRETE r 1.0 Brawn CLAY wtlh sand and gravel 4.5 26 28 16 12 4.0_ Tan SANDY CLAY with gravel 5 4.D 15 27 19 14 7.0 Tan LIMESTONE low 7 0.75' 11301 8 10 10.0 TEST BUR ING TERMINATED AT 10 FT 16 2209 Kwonsiu 3Yneei ALPHA fXTESTINGStare 100 LOG OF BORING NO.: 4 Dalky, Texas Sheet 1 of 1 7.5229 WHERE t T ALL E a r �t S Pfeorre-972-62a-8911 PROJECT NO.: G200962 Fax: 972-620-1302 Inmv.ril lrniesrur .rom CllerA: Neel-$chafer. 1=, Location: Fort Worth,Texm Project: Waler and Sanitary Sewer Replacement Suriar:e Elevallw, Star#Dpw_ 412012020 End Date: 4l2012020 West: Drilling Method:_ CONTINUOUS FLIGHTAUGER — Hurth: Hammer Drop(Ibs f In): 140130 GROUND WATER OBSERVATIONS E On RDds eft NON ro 4 .� z ram, q 3E Auer Drilling(il): DRY o Z After Hours{ft}: cs 8 a V c� `a rz MATERIAL DESCRIPTION is yjr+i 2'ASPHALT B"CONCRETE - ,r; toTan SANDY CLAY wRh Ilrneslane fnagments 11 22 14 S 4.D Tan LIMESTONE 5 1001 D•2v 5 $,Q Gray LIMESTONE 1C01 1 U4 10.0 0.25" TEST BORING TERMINATED AT 10 FT 15 2209 Rf'scmuht Sf W L P H A T T I G &dlv 160 LOG of BORING NO-: 5 Dallas, Texas Sheet 1 of } 75219 972-b20 ou Pho:per PROJECT NO.: G200952 WHERE IT ALL BEGINS fi'ax: 972-6204-1303D2 }V 1 I ry o,A fprf ralCif i�fig,C4!!i Ghent: Neel-Schaffer,Inc. Location: For[Worth,Texas P(oject: Water and Sanitary Sewer Replacement Sur#ace Elevation: Start Date: 41201208D I=nd C*te: 4r412020 West: Grilling Method: CONTINUOUS FLIGHT AUGER North: Hammer D m(Iha l in): 1401 W GROUND WATER 0RSERVATIDNS On Rvds(ft). NONE a Y 09 3 Altar Drilling(ft): DRY E g c o Z lifter Hours{ft} 7 MATERIAL DESCRIPTION " a 2"ASPHALT B"CONCRETE Dark Brown CLAY with some sand 3.5 22 61 19 32 3.5 13 4_fl Tan CLAY with sand and graveii 1.0 17 - &5 15 - 3.0 12 t t} 10.0 TEST BORING TERM INATEO AT 10 FT 15 2209 ii ixonsin Street ALPHA T E T 1 N H $PileIw LOG OF BORING NO.: 6 _ Daflm, Taws 5'7ea� 1 of 3 73229 WHERE I T A t L BEGINS Plamie:972-620-8911 PROJECT NO.: G200952 Fax: 972-620.1302 - www.alphalesring.em Client: Napa-Schaffer, Ina Location: Fort Worth,Texas Project:. Water and San[Fary Swmr Replacement Swrfacs tavallon: Stark Date: 4121D12020 End Dale- 412W2020 West: Dri ll ing Method:.. CONTINUOUS FLIGHT AUGER North; Hammer Drop{Its 0 fnj 1401 W GROUND WATER OBSERVATIONS n ge On Rods(fQ: NONE o 3 a Mier Drilling(Ft}: DRY a + g M a AftHours(fl): € a o a V a d � � MATERIAL DESCRIPTION #, a. 2"ASPHALT r CONCRETE 1.0 Tan and Brown CLAY vd1h garvel 4.0 12 33 1 2.0 Tan CLAY with grave# 7 � 11 1D 4.5 16 10 10.10 TEST RORING TERMINATFf]AT 10 FT 15 2209 wiremsm Stneet ALPHA , T E TIN &dre 100 LOG OF BORING NO.: 7 DMus, Terns Shee! 1 of 7 75229 WHERE I T ALL BEGINS Phone,972-62"9I1 PROJECT NO.: G200952 _ Fax: 972-6I0.1302 ►+ww.rrfphafestrng.corn Client: Neel Srhaffer, Inc. Location: Fort Worth,Terns Praject: Water and.Sanitary Sewer Replacement Surface Elavationz Start Dates SM12020 End Date: — — SMt2020 west; Drilling Method: CONTINUOUS FLIGHTAUGER Narlb: Hammer DmV{Ibs!In): 140130 GROUND VVATER 0BSERVKNONS d 8 On Rods(It); NONE m fi 3 Auer Drilling(fQ: DRY E a $ ❑ After Hoare[ft): m a o J a V) z Q MATERIAL DESCRIPTION Tan LIMESTONE 4.5+ 5 30 15 15 4_0 TEST BORI NG TERM I NATED AT 4 FT 5 �a 15 2109 wMeotpsu,slrw ` H ''' T ' 5�rfte roe LOG OF BORING NO.: 8 Dallas. Texas sheet 1 of 1 75229PROJECT NO.: G200952 IT WHERE T ALL BEGINS Pax, 972-620-1302 wnuiu alphafesf&g.com Client: Neel-schalfer,anc. Location: Fart Worth,Texas Projecl: Water and Sanitary S®war Replaonment Surface Elevation, Start Date. 61B 020 End Date: 51612020 _ West:_ Drilling Method: CONTINUOUS FLIGHT AUGER — North:! Hammer Drop obs!Iny: 140130 GROUND WATER OBSERVATIONS €]n Rods(ft): NONE 6 cs I�- r ME " After Drilling(f1): DRY ma 2g i g a a a � �Alter Hours(ft): 4� c�� � �� �V � � � a a MATERIAL DESCRIPTION Brown and Tan CLAY 4.5+ 15 a0 20 30 Tannlsh Brawn CLAY I 4.5+ 2.6 11a 14 5 4.5+ 17 40 17 23 13-Q Brown SANDY CLAY 2.5 25 18 14 S 8.0 Tarmish Brown CLAY 4,0 13 10 10,0 TEST BORING TERMINATED AT iD FT I i I 1$ A L P H A T E S T I N G KEY TO SOIL SYMBOLS WHERE IT ALL R E G I N s AND CLASSIFICATIONS SOILS ROCK SYMBOLS RELATIVE DENSITY OF COHES.I_ONLESS SOILS (blowslft} (CH),High P Iasti*CLAY VERY LOOSE 0 TO A LOOSE 5 TO 10 (CL),L,owPlastlelty CLAY MEDIUM 11 TO ao DENSE 31 TO 50 (5;Q.C,I_AYEY SAND VERY DENSE OVER 50 (SP}.Poorly Graded, AND {SW},Well Graded SAND SHEAR STRENGTH OF COHESIVE SOILS Asfl ;.j. •; (5M),SILTY SANG VERY SOFT LESS THAN 0.25 SOFT 0.25 TO 0.50 ® (ML) SILT FIRM 0.50 TO 1.00 STIFF 1.00 TO 2,00 (MH),ElsstIc SILT VERY STIFF 2,00 TO 4.00 WWWJJJ HARD OVER 4.00 LIMESTONE ® SHAtE 1 MARL RELATIVE DEGREE OF PLASTICITY (I) LOIN 4 TO 15 SANDSTONE MEDIUM 16 TO 25 (OP},Poorly Graded GRAVEL HIGH 26 TO 35 VERY HIGH OVER 35 (OW),Well Graded GRAVEL {GC},CLAYEY GRAVEL RELATIVE PRQPORTIDNS {°fa) ¢ (010),SILTY GRAVEL _ TRACE 1 TO 10 (Ol,),ORGANIC SILT LITTLE 11 TO 20 SOME 21 TO 35 (OH),ORGANIC CLAY AND 35 TO 50 FILL SAMPLING SYMBOLS PARTICLE SIZE IDENTIFICATION (DIAMETER] ■ SHELBY TUBE(3"OD excep(whem BOULDERS 8.0"OR LARGER noted otherwise) COBBLES 3.0"TO 8,0° SPLIT SPOON 2'OD "except where COARSE GRAVEL 0.75`TO 3.V IIIVLJ noted otherwise FINE GRAVEL 6.4 mm TO 3.0 AUGER SAMPLE OMRSE SAND 2.0 mm TO 5.0 mm MEDIUM SAND O.A mm TO 5.0 mm TEXAS CONE PENETRATION FINE SAND 0.47 mm TO 0.4 mm SILT 0.002 mm TO O.67 mm MOCK GORE(2"ID ex t wheja CLAD` LESS THAN 0.002 mm noted olherwise) Appendix C Corings CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 FO &RT WORTH City of l+�ort Worth Capital Delivery DivisionfSoil Lab Phone: 817-392-7920 8851 Camp Bowie Blvd#300 Fort Worth,TX 76116 Laboratory Test Results for A Street Coring Project 4l6f2020 Proj ect: CPN# 102300 Date Tested: 3/2512020 — 3/26/2020 Requested by: Tony Sholola This report presents the results of a street coring project for(CPN4 102300-2019 WSM-D Project), Uday Bangale and Stephen Overton performed the cores, and subgrade lab tests. Mr. Zelalem Arega reviewed and approved the results. Lung Avenue (NW 271' to Angle Dr) HOLE # 1 LOCATION: 65' W' of NW 27th St. (S14) 2.25" HMAC 7.25" Concrete (5,555 PSI) 7.50" Brawn Sandy Clay wlGravel 2.50" Pale Brown Sandy Clap ATTERBURG LIMITS: LL:36.60 PL.19.90 PI: 1630 SHRKG: 8% HOLE#2 LOCATION: 65'E of NW 2811 St. (S14) 5.00" HMAC 11.50" Concrete (6,194 PSI) 1.50" Brown Sandy Clay 3.00" Light Gray Sand and Gravel HOLE# 3 LOCATION: 601E of NW 2911 St. (S#4) 2.50" HMAC 6.50" Concrete (5,563 PSI) 1.00" reddish brown Sand and Gravel 7.00" Brown Sandy Clay w/Gravel Paqe I of 3 -ort L of worm VTWORTH,, Capital Delivery Divis ionl5oi I Lab Phone: $17-392-792(] 411, 8851 Camp Bowie Blvd#300 Fart Worth,TX 76116 ATTERBURG LIMITS: LL:42,80 PL:23A9 P1: 19.80 SHRKG: IO'X, HOLE #4 LOCATION: 60'W of NW 3111 (S14) 2.50" HMAC 6.25" Concrete (10,058 PSI) 3.00" Reddish Brown Sandy Clay wfGravel 6.75" Brawn Sandy Clay ATTERBURG LIMIT'S; LL:34.20 PL:21,20 ?1:13.0 SHRKG: 5% Hole#5 LOCATION: 701E of 3201 St. (Sf4) 2.25" HMAC 6.25" Concrete(6,666 PSI] 6.50" Brown Sandy Clay {Gravel ATTERBURG LIMITS: LL:32,10 PL:17.10 PI: 15.0 SHRKG: 4% HOLE 46 LOCATIONS 50"E. of NW 32"a St. (5f4) 2.00" HMAC 7.00" Concrete (7,362 PSI) 4.50" Yellowish Brown Clayey Sand wfGravel 2.50" Brownish Grey Sandy Clay wfGravel ATTERBURG LIMITS: LL:38.20 PL:23.70 PI: 14.5 SHRKG: 5% Hole#7 LOCATION: 3405 Lang Ave,(S14) 2.00" HMAC 7.00" Concrete (6,190 PSI) 2.50" Yellowish Brown Clayey Sand wfGravel 4.50" Grayish Brown Sandy C1a wfGravel Hole#8 LOCATION: 85'E of Mckenley 5t. (514) 2.00" HMAC 7.00" Concrete (Broken) 1.00" Yellowish Brown Sand 5.00" Sand, [Travel, and Stone 3.50" Brown Sandy Clay wfGravel Page 2 or 3 VOR l WORTH,,, city of !b'a�rt Worth 1 Capital Delivery Division/Soil Lab Phone: 817-392-7920 8851 Camp Bowie Blvd#300 Fort Worth, TIC 76116 ATTERBURG LIMITS: LL:39.90 PL:19.40 PI: 20.50 SH1 G: 10% Hole 99 LOCATION: 185'E of Roosevelt St. (S14) 3.00" HMAC 7.00" Concrete (6,538 PSI) 2.00" Brown Sand 4.50°' Yellowish Brown S:tidy C1ayt ATTERBURG LIMITS: LL:40.13 PL:22.00 PI: 18.1 SHRKG: S%, Hn1c 410 LOCATION: 75'E. of Angle Ave, (814) 2.00" HMAC .75" Concrete(5,833 PSI) ,25" Yellowish Sand and Gravel 5.00" Gravel and Stone 2.00" Grayish Brown Sandy Clay Paqe 3 of 3 3201 NL Loop 820,S.IUD,Fort Worth,TX 76137 r 6909 Amhasoader Row,Dallas,TX 76247 r -woe,r;nginecring Fim4 Re�lsfrdtlon,No.F-1572 RN E Curporale Phone;(214)630-1745 ENGINEI: lillJ5 Report of Concrete Depth Checks Client: City of fort Worth/TPW Soil Lab Report No.. 14345748 8851 Camp BuAe Boulevard Project No.: 2024332 Fart Worth, TX 76116 fate of Servico; 04117/2020 Report Date: 04127/2020 Project: West Long Avenue CPN; 102300, Contract: 2019, PO: 040a003569, FID: 56002-0700430-5330500 -102300-001784-9999 Report of Tests On this date a representative of Bone Englrteering Services , Ltd . arrived onelte , as schedt, led , to perform Corn D epth C hecks . Please see attachm ant for results . Techniclan: Diokie Timmons Started: 08:30am Firishad: 04:00pm Rona Engineering Re port Oistrlbution: 1-ec Bone Engineering Project Managers Attn:Mr.Steve Camphell Steve Campbell,CET Project Manager LIMITATIONS-Tha lest results presento herain were prapnrod based upon lhg specific samples provided for testing. We assume no responsibility for varlstion n qualily (composHion,appearance,etc.}or any other feature of similar subject matter provided by parsnng or mndiNons nver vftCh we have rho control. Our le11eT9 end reports are for the exeluslve use of Me clients to wham thug are add ressud and shell not be reproduced except in full without the written approval of Rona Engineefing S9tvIC9S,Ud. (JWSC) Pape 1 of 5 Rone Engineering Services, Ltd. Project: West Long Avenue CPN: 102300, Contract: 2019, PO: 0000003569 FID: 56002-0700430-5330500 -102300-001784-9999 Report No.: 14345748 Date of Service: 04/20/2020 Depth Checks —Coring On this date a representative of Rone Engineering Services, Ltd. arrived onsite, as scheduled, to perform Core Depth Checks. Please See Below for Locations and Results: Overall Location: West Long Avenue, westbound side Results: Hole #1 Location: W. Long Ave., Angle Avenue, westbound side 2.25" HMAC 8.75" Concrete 5.00" Light Brown Sandy Clay 4.00" Light Brown Sandy Clay 8.00" Brown Sandy Clay; LL=46, PL=18, PI=28 Hole #2 Location: W. Long Ave., Prairie Avenue 2.25" HMAC 8.75" Concrete 5.00 Light Brown Sandy Clay 6.00" Brown Clay; LL=65, PL=27, PI=38 Hole #3 Location: W. Long Ave., between Prairie Avenue and Roosevelt Avenue 2.00" HMAC 9.00" Concrete 5.00" Light Brown Sandy Clay 5.00" Brown Clay; LL=50, PL=17, PI=33 Hole #4 Location: W. Long Ave., between Roosevelt Avenue and 35th Street 2.00" HMAC 6.75" Concrete 4.25" Light Brown Sandy Clay 4.00" Brown Fat Clay with Gravel 6.00" Light Brown Sandy Clay with Gravel, LL=32, PL=14, PI=18 Hole #5 Location: W. Long Ave., between 35th Street and 34th Street 2.00" HMAC 7.00" Concrete 3.00" Brown Sandy Clay 5.00" Light Brown Sandy Clay 4.00" Brown Sandy Clay with Gravel; LL=35, PL=15, PI=20 Hole #6 Location: W. Long Ave., east side of 3311 Street 2.25" HMAC 8.00" Concrete 5.25" Brown Flex Base 4.50" Tan Sandy Clay with Gravel 4.00" Tan Sandy Clay with Gravel; LL=28, PL=14, PI=14 Map attached to show locations tested on this date. 3201 NE Loop 020,S,180.Fort Worth,rx 76117 894E Ambassador Row,Dallas,TX 70247 Tomas Englrla9Pirtig Fitm Rv01MeAl on,No F-1672 RONE Carporato Phon*:(214)630-9745 ENGINEERING Report of Concrete Depth Checks Client: City of Fort WorthTrPW Soil Lab Report No.: 14345749 8851 Camp Bowie Boulevard Project No.: 2024332 Fort Worth, TX 76116 Date of Service: 0412012020 Report Date: 0412712020 Project: Nest Lang Avenue CPN: 102300. Contract; 2019, PO 0000003559, FID: 5i3Up2-0700430-5330500 -102300-001784-9999 Report of Tests Q n this d 6 Le a rep re a e n l a tlw o of R o n o E n g In e e r in g S e ry le e s , Ltd . n rriv e d e n s Ire 04 s c h B d u le d , to p e rfo rrn Core D e p th C h e c k 4 . Pleases sea altachmenif❑ rresuIts . Technician: pickle Tirnmons Started: 08;30am Finished: 02:45pin Rone Engineering Report Dlst;'ibutivn; 1-cc Rone Engineering Project Managers Attn;Mr,Steve Campbell Steve Campbell,CET Project Manager LIMITATIONS:The last T8BU11s presented harail ware prepared hased upon the spscirrc samples provided for lesliing, We MUM no re9pansi hllity for vafiglion in quality {composltion,appearance,slc.}or any other feature of slmilar suajecl matter provided by persons in candilions Over which we 3rave no control- Our letters and reports are For the euluaive u89 of the dleM8 to wham They are addressed and shall not be foproduced except In Full Wihoul lira wrlavri approval of Rana Engineering Services,LW- (Jl41w) Page 1 of 4 Rone Engineering Services, Ltd. Project: West Long Avenue CPN: 102300, Contract: 2019, PO: 0000003569 FID: 56002-0700430-5330500 -102300-001784-9999 Report No.: 14345749 Date of Service: 04/20/2020 Depth Checks —Coring On this date a representative of Rone Engineering Services, Ltd. arrived onsite, as scheduled, to perform Core Depth Checks. Please See Below for Locations and Results: Overall Location: West Long Avenue, westbound side Results: Hole #7 Location: W. Long Ave., northwest 32"d Street, westbound side 2.75" HMAC 7.50" Concrete 5.75" Light Brown Sandy Clay 6.00" Light Brown Sandy Clay with Gravel; Atterburg Limits: LL=34, PL=19, PI=15 Hole #8 Location: W. Long Ave., 31 s' Street, westbound side 5.25" HMAC 6.50" Concrete 5.25" Brown Clay with Gravel 7.00" Light Brown Sandy Clay with Gravel; LL=36, PL=20, PI=17 Hole #9 Location: W. Long Ave., west of 30' Street, between the street and the alley, westbound side 2.25" HMAC 7.00" Concrete 5.75" Reddish Brown Clayey Sand with Gravel 6.00" Brown Sandy Clay; LL=46, PL=22, PI=24 Hole #10 Location: W. Long Ave., between 29th Street and Loraine Street, westbound side 2.25" HMAC 7.50" Concrete 4.25" Brown Clay with Gravel 6.00" Dark Brown Fat Clay with Gravel; LL=47, PL=18, PI=29 Hole #11 Location: W. Long Ave., 28th Street, westbound side 2.00" HMAC 7.00" Concrete 5.00" Light Brown Sandy Clay with Gravel 7.00" Dark Brown Fat Clay with Gravel; LL=66, PL=27, PI=39 Hole #12 Location: W. Long Ave., 27th Street, westbound side 2.25" HMAC 7.00" Concrete 5.75" Reddish Brown Sandy Clay 8.00" Dark Brown Fat Clay with Gravel; LL=64, PL=26, PI=38 Map attached to show locations tested on this date. I 1 ))// Ix core-e) on [lo bs 1-4 MAYOR AND OUNG11- COMMUNICATION MAP ■,� 602019WSICID-NEE LSl 111J[r { l:1 i H AYE f~ 11! T� r II l � I Ll ' rL �'.V • •I I I I .. j"()RT WORTH 'W I A q 12 2 Ll fef4) I° Appendix D Minority and Women Owned Business Enterprise Compliance CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 City of Fort Worth Business Equity Division Specifications SPECIAL INSTRUCTIONS FOR OFFERCIRS APPLICATION OF POLICY If the total dollar value of the contract is $100,000 or more,then a Business Equity contracting goal is applicable. A Business Equity Firms refers to certified Minority-,andfor Women-, owned Business Enterprises (MrWBE). POLICY STATEMENT It is the policy cf 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 current Husiness Equity Ordinance No.24534-11-2020 apply to this bid. BUSINESS EQUITY GOAL The City's M[WBE goal on this project is 16 %of the base bid value of the contract. (If federally funded}The City's DBE goal on this project is _. _ % of the base hid value of the contract. A Business Equity Prime Contractor can count it's self-performance services towards meeting the Business Equity Goal for the assigned NAILS commodity Oode8 on their MBE or WRE certification. If the Business Equity Prime Contractor cannot selt-perform all of the work, it will be accountable for subcontracting with certified Business Equity firms to meek the overall goal, COMPLIANCE TO BID SPECIFICATIONS On City contracts $700,0D0 or more where a Business Equity Goal is applied, offerors are required to comply with the intent of the City's Busln,ess Equity Ordinance by meeting or exceeding the above stated goal through one of the following methods: 1.Business Equity subcontracting(participation, or; 2. Commercial useful function services performed by the Business Equity Prime to count towards the goal, or, 3. Combination of Business Equity Prime services and Business Equity subcontracting }participation, or;4. Business Equity Joint Venture participation, or-, S. Good Faith Effort documentation,or; 6. Prime Waiver documentatinn- SUBMITTAL OF REQUIRED DOCUMENTATION The Utilization Plan shall be due at the time specified in the solicitation. The applicable documents must be received by the Purchasing division, within the time allocated, in order for the entire bid to be considered responsive to the specifications. The offerer shall deliver the Business Equity documentation in person (or email if designated within project specifications)to the appropriate employee of the Purchasing Division and obtain a dateltime receipt. Such receipt shall he ev[dence that the C[ty received the documentation in the time allocated. Documents are to be received no later than 2.00 p.m., on the second City business play after the bid opening date, exclusive of the bid opening date. Faxed copies will not be accepted. The Offeror must submit one of the following documentation: 1. Utilization Faun, if the goal is met or exceeded, 2. Good Faith Effor-t Form and Utilization Form, including supporting documentation, if participation is less than stated goal, or no Business Equity participation is accomplished, 8. Prime Contractor Waiver Farm, including supporting doCUmentation,if the Offeror will perform all subcuntracttngfsupplier opportunities, 4. Joint Venture Form, if goal is motor exceeded with a Joint Venture. These forms can be found on-line at: ht# s-!!a s,fortWorthtexas. ovlPra'ectResottrcesl. FAILURE TO COMPLY WITH THE CITTS BUSINESS EQUITY ORDINANCE, WILL RESULT IN THE BID BEING CONWIFRED NON-RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED BUSINESS EQUITY DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the Business Equity Division at (817) 392-2674. Department of Diversity and inclusion Business Equity Division Email: DVIN BEOffice@fortworthtexas,gov ... -1- ...... .,. err.. � o - Q m �CD 3 wrnW to {° mm 3 .0 0 tAa x gO in mm s3 , m mO OD 9 m n R# +A n o m m w � � n CL o o c m m m ° rt � pp Z Ll m .. m mm c Z 0 _ m rn 0 - m 3 $ w 2CD vCp as � omv K csa- �' � m m CL p m a rn m a 0 a c rn Cr m a ` 0` m C} Al m � u� � Z aJO * � 0 � � MD 0c C) a 3 R a 'Q- in 3Upi CD UO g w W p cp W G sn a O u i i m M 4 p 00- n En yn m ro.� m m 3 3 3 = m M a fi to uo- c m 4 sn lb m C 6 TI _ �_ m n - v, m tom � i � my �' o n m03 '� m m a o .. 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OL m O N N a CD C x C� o � ° rn R5 c CDo a (D z 0 � FORT WORTH.: ATTACH MENT 1 B Page f of 1 City of Fart Worth Business Equity Division Prime Contractor Waiver Farm PiRiME[DFFEROR Check applicable box to describe Prime[ COMPANY NAME; us-nsss Man-Business PROJECT NAME: Equity firm 1111 Equily firm BID DATE City's Business Equity Goal: Offeror's Business Equity Project Commitment: PROJEGTNUMBER % °/a If bath answers to this form are YES, do not complete ATTACHMENT 1G (Good Faith Effort Form). All questions an this form must be cgmpleted and provide a detailed explanation. If the answer to either queAion 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 [is 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' U YES If yes, please provide a detailed explanation that proves based on the size and scope of this ❑ NO project, this is your normal business practice and provide an ❑pe rat ionat profile of your business. Will you perform this entire contract without suppliers? � l YES If yes, please provide a detailed explanation that proves based on the size and scope of this u project, this is your normal business practice and provide an inventory profile of your business. HI NO The PrlmelOfferar further agrees to provide, directly to the City upon request, complete and accurate informatjun regarding actual work performed by all subcontractors, including Business Equity firmr,on this contract, the payment thereof and any proposed changes to the original Business Equity firm arrangements submitted with this bid. The PrimelOfferor also agrees to allow an audit andlor examination of any books, racords and flex held by their company that will substantiate the uctual work performed by file Business Equity firms on this contract, by an authorized officer or employee of the City. Any intentional andlor knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3y years and for initiating action udder 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 Primel Offeror and barred from participating in City work for a period of time not less than one (1)year. Authorized Signature Prinied$IgnWure Title Contact Name(If different) com¢$ny Name Phone Number Address Email Address Cilidutsterzlp Date Business Fqudy Division Effecti++a 01t0712021 Email: DVIN_BEOfriceWoriworthtexas-gov Phonn, (817)392-2674 FURTWORTHN City of Fort Worth ATTACHMENT tC Business Equity Division Page 1 of 4 Good Faith Effort Form PRINME)OFFEROR Chenk appiicabie box to describe COMPANY NAME: PrimajOfferor's Certification Rosiness Equity Nnn-Business PROJECT NAME: Firm F'ct11 Firm BID DATE 9usiness Equity Goal: Off era r's bus IneSS Equity Goal Commitment: PROJECT NUMBER % °io- If the Offeror did not meet or exceed the Business Equity Gsaal for this project, the PrirnelOfferor _must complete this form. If the Prime/Offeror's method of compliance with the Business Equity Coal is based upon demonstration of a "Goad 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 1D below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional andfor 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 second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered nonresponsive to bid specifications. 1.) please list each and every subcontracting andtor supplier opportunity for the completion of this protect, 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 PrimelOfferor must list each subcontracting and or supplier opportunity regardless of tier. (Use addrtianal sheets, it necessary) List of Subcontracting Opportunities List of Supplier Opportunities Effective U110112021 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 Date of Listing No 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? ElYes (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 NO GFE non-responsive.) 5.) 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 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 email system for proper documentation. Failure to submit confirmation and/or"undeliverable message" NO 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 least 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. 6.) Did you provide plans and specifications to potential Business Equity firms? Yes No 7.) Did you provide the information regarding the location of plans and specifications in order to assist the Business Equity firms? Yes No Effective 01/01/2021 ATTACHMENT 1C 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? ❑ 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 not valid in order for the Business Equity Division to address 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 F_ ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain Business Equity firm participation on this project. 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 Bidder or Contractor who intentionally and/or knowingly misrepresents material facts shall be Debarred for a period of time of not less than three (3) years. Effective 01/01/2021 ATTACHMENT 1C 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 1C 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 01/01/2021 FORT WORTH.- Joini Venlure CITY OF FORT WORTH Page 1 of 3 Joint Venture Eligibility Eligibflity Farm A li quesdari s ma c1 be answered;arse"NIA"if not applicable. Name of City pruject: A joins 4•cuturc form must ba campletmd an each prujuct UP/Rid/Project Number: 1.Joint venture information. Joint Venture Name: Joint Venture Address: i7f applicable} Telephone: E-mail, Fax: Identify the firms that comprise the joint venture: Phase&their extra sheaf;it sdalonaf space is raqufred to provide defaffed explanations of work to be performed by each firm comprising the o W venture Business Equity Non-Business Firm l uum E ui Firm Blame: lawgincss Firm BiAsiric,,s Firm Contact Name, Conlact Mane: Business Business Address: Address- Tcl cphune: Fax: Telephone: rax: E-maiE: E-mail: CertiT'icatlon Status: Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the sco r of work of the Business Equity firm. Describe the scope of work of the non-Business Eq uity firm: Effective 01MV2021 Joint Venture Page 2 of 3 3. What is the percentage of Business Equity firm participation on this joint venture counting towards 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 contributions,including equipment: Other applicable ownership interests: 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 decisions (to include Account Payable and Receivable): Management decisions: a. Estimating b. Marketing and Sales c. Hiring and Firing of management personnel d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Business Equity Division will review your joint venture submission and will have final approval of the Business Equity 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. Effective 01/01/2021 Joint Venture Page 3 of AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books,records and files of the joint venture by any authorized representatives of the City of Foil Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Name of Business Equity Firm: Name of Non-Business Equity Firm: Name of Owner: 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 , 20 ,before me appeared and 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) Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Phone: (817) 392-2674 Fffantiva n1/n1/9f191 Appendix E Wage Rates CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator,50,000 pounds or less $ 17.19 Excavator Operator,Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter,Structures $ 13.84 Form Setter, Paving&Curb $ 13.16 Foundation Drill Operator,Crawler Mounted $ 17.99 Foundation Drill Operator,Truck Mounted $ 21.07 Front End Loader Operator,3 CY or Less $ 13.69 Front End Loader Operator,Over 3 CY $ 14.72 Laborer,Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator,Asphalt $ 13.08 Roller Operator,Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-Float $ 16.24 Truck Driver Transit-Mix $ 14.14 Truck Driver,Single Axle $ 12.31 Truck Driver,Single or Tandem Axle Dump Truck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway, Heavy,Utilities,and Industrial Construction in Texas. Page 1 of 1 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician (Journeyman) $ 19.63 Electrician Apprentice(Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12.00 Metal Installer(Miscellaneous) $ 13.00 Metal Installer Helper(Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 i Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 i i Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry(Fall 2012)Independently compiled by the Lane Gorman Trubitt,PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's(The Construction Association)website. www.texoassociation.org/Chapter/wagerates.asp Page 2 of 2 Appendix F Traffic Control Plans CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019,WSM-D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102300 Revised July 1,2011 ENO END ROAO WORK ( ROAD WORK SL Q.G' 0 0 0 o 0 D c M m 70 00000 W ° ARROW BOARD IF SPEED LIMIT C ° IS 40 MPH OR GREATER N 71 z m m m x I u 0 0 LEFT o LANE ° o LEFT CLOSED �— 0000 LANE 00 I CLOSED 0 rn o c "c L a a x 0 > Q ( ROAD ¢ WORK x AHEAD ROAD WORK AHEAD Q This plan is submitted for TCP. I certify this plan will be used for the foiling location(s): u' and that all channelizing devices will conform to 'General Notes' as shown on the back. L'u Q Signature: Date CITY OF FORT WORTH TYPICAL ONE WAY STREET ONE LEFT LANE CLOSURE TRANSPORTATION AND Note: PUBLIC WORKS See reverse side for General Notes and Device Spacing PLAN 121L "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing Feet Posted 10, 11' 12' On a Taper On a Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=WS2 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L—WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet(maximum). LEGEND 0 o Channelizing devices Trailer mounted arrow display E70 Flagger �JJ Barricade END END ROAO WORK � / ROAD WORK .SZ QQQ QC 0 0 0 0 0 0 0 �0 O m M D T� IN 0 00 ° Iff 00000 C= 0 N n 0 O -n ARROW BOARD IF SPEED LIMIT m x ° IS 40 MPH OR GREATER 0 0 RIGHT °o LANE 0 RIGHT CLOSED r— 000 LANE 0 CLOSED 0 rn c "c L U 3 X a� ° '00 Q I Q ROAD ¢ WORK x AHEAD ROAD WORK AHEAD This plan is submitted for TCP. i certify this plan will be used for the foiling location(s): CD CO and that all channelizing devices will conform to 'General Notes' as shown on the back. w o Signature: Date CITY OF FORT WORTH TYPICAL ONE WAY STREET ONE RIGHT LANE CLOSURE TRANSPORTATION AND Note:PUBLIC WORKS See reverse side for General Notes and Device Spacing PLAN 121R "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, chanhelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing Feet Posted 10, 11' 12' On a Taper On a.Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=WS2 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet (maximum). LEGEND o a channelizing devices Trailer mounted arrow display Flagger 1==4 Barricade END END ROAD WORK ROAD WORK Q. Q 0 0 00 0 � � o M CD m �U 1D T� 00�00 �\ o \ pp o ARROW BOARD IF SPEED LIMIT N C: o IS 40 MPH OR GREATER o -� z m m 0 o LEFT 0 LEFT LANE 0 0 LANE CLOSED r 0000 CLOSED o 0 � 00 J C - C M L 4 3 X C Q ROAD a_ > I I WORK AHEAD X ROAD WORK Q AHEAD � N B CD This plan is submitted for TCP. I certify this plan will be used for the foiling location(s): N N and that all channelizing devices will conform to "General Notes' as shown on the back. LIJ o Signature: Date CITY OF FORT WORTH TYPICAL ONE WAY MULTIPLE LANE STREET TRANSPORTATION ONE LEFT LANE CLOSURE AND Note: PUBLIC WORKS See reverse side for General_ Notes and Device Spacing PLAN "131L' "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices, 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. ! This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing Feet Posted 10, 11' 12' On a Taper On a Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=WS2 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Suffer Zone will be 25 feet(maximum). LEGEND o o Channelizing devices Trailer mounted arrow display Flagger Q� Barricade END RDAp WORK ( ENp RDAD WORK s s o 0 0 o 0 o or 3 ¢ o 00000 o Or- 0 ii W ARROw BOARD IF SPEED LIME 1 LL a IS 40 MPH OR GREATER Co N 0it 0 RIGHT 00 RIGHT LANE 0 LANE CLOSED 0 9 O O J CLOSED (� ( o M 0 0 Q J C CL X L 4 3 ROAD WORK I o AHEAD ? x a ROAD Q I ( Q WORK AHEAD N m This plan is submitted for TCP. I certify this plan will be used for the foiling location(s): \ N and that all channelizing devices will conform to "General Notes" as shown on the back. W F- o Signature: Date CITY OF FORT WORTH TYPICAL ONE WAY MULTIPLE LANE STREET TRANSPORTATION ONE RIGHT LANE CLOSURE AND Note: PUBLIC WORKS see reverse side for General Notes and Device Spacing PLAN "131R' "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices, 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices, TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing Feet Posted 10, 11' 12' On a Taper On a Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=WS2 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet(maximum). LEGEND co o Channelizing devices Trailer mounted arrow display (—"=0 Flagger 1=4 Barricade END ROApEWORK I I I C ROAD WORK I I ' ° ° 1 O D :2C ° x O m x D 7"\ 00000 o CO ° ARROW BOARD IF SPEED LIMIT N � ° IS d® MPH OR GREATER O 71 O O , LEFT o LEFT LANE o ° LANE CLOSED r 0000 CLOSED °° ° J � C � Q X Z o > 0c Q ROAD > ) ( I WORK AHEAD x ROAD WORK I ( ( Q AHEAD This plan is submitted for TCP. I certify this plan will be used for the Polling location(s): N C0 and that all channelizing devices will.conform to 'General Notes' as shown on the back. LU F- o Signature: Date CITY OF FORT WORTH TYPICAL ONE WAY MULTIPLE LANE STREET TRANSPORTATION ONE LEFT LANE CLOSURE AND Note: PUBLIC WORKS See reverse side for General Notes and Device Spacing PLAN "141L" "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. ' 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Lona Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing Feet Posted 10, 11' 12' On a Taper On a Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 . 180 30 60-75 120 35 L=WS2 205 225 246 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet(maximum). LEGEND ❑ ❑ Channelizing devices Trailer mounted arrow display I--'7 Flagger lQi Barricade ENp ENO ROAD WORK ( ROAD WORK I I I ° ° 0 }°° xQ M LLJ ° o0000 CC ° LL w ARROW BOARD IF SPIED LIMIT LL o IS 40 MPH OR CATER CO N 0 0 RIGHT °° RIGHT LANE 0 LANE CLOSED ° O Ot, �`,L CLOSED 000Z J a. ROAD Q WORK C c AHEAD > x a ROAD Q I I I Q WORK AHEAD m This plan is submitted for TCP. I certify this plan will be used for the folling locatlon(s): N CD and that all channelizing devices will conform to 'General Notes' as shown on the back. uj o Signature: Date CITY OF FORT WORTH TYPICAL ONE WAY MULTIPLE LANE STREET TRANSPORTATION ONE RIGHT LANE CLOSURE AND Note: PUBLIC WORKS See reverse side for General Notes and Device Spacing PLAN 141R" "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. ' 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing Feet Posted 10, 11' 12' On a Taper On a.Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=WSz 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Huffer Zone will be 25 feet (maximum). LEGEND o 0 Channelizing devices Trailer mounted arrow display (-r Fiagger Barricade END • ENp ROAD WORK 'ROAD WORK ( I ( C Q ¢ O O 000 O O O O OQ O ®®4®® D 0 ARROW BOARDS IF SPEED LIMIT m 0 o IS 40 MPH DR GREATER D T� 0 CO �0 C N "Tl O -TI 0 z m o m 7) 0000 0 r 0 00 LEFT LEFT I TWO LANES TWO LANES o // CLOSED CLOSED 0 Q N r LEFT 0 I I LEFT TWO LANES O TWO LANES CLOSED r O O O 0 o CLOSED 00 0 J � N � v- L Z g X -i Q ROAD c I I I WORK AHEAD -o a x ROAD WORK ( I I g AHEAD m This plan is submitted for TCP. I certify this plan will be used for the folling location(s): N and that all channelizing devices will conform to 'General Notes" as shown on the back. LL1 F- Signature: Date CITY OF FORT WORTH TYPICAL ONE WAY MULTIPLE LANE STREET TRANSPORTATION TWO LEFT LANES CLOSURE AND Note: PUBLIC WORKS See reverse side for General Notes and Device Spacing PLAN "142L" "GENERAL NOTES" I. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION.LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing (Feet Posted 10, 11' 12' On a Taper On a.Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=— 205 225 245 35 70-90 160 60 40 265 295 320 40 80-10o 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet (maximum). LEGEND 0 o Channelizing devices Trailer mounted arrow display f—"'r ro Flagger Barricade END END ROAD WORK � ( I I ROAD WORK 2 4 0 0 0 0 N0 0 0 0 o 00000 00 ARRGW BOARDS IF SPEED LIMIT ° x 0 W IS 40 MPH OR GREATER 0 3 1.0 W 0 LL W Li- Z O O °g o 0 0o N °o J RIGHT I I °b RIGHT TWO LANES \ 0 TWO LANES CLOSED \\� CLOSED 0 0 SL N 0 0 RIGHT- RIGHT 0 o TWO LANES TWO LANES 00000 CLOSED CLOSED I I 0 J o 0 71- 0 N C. V' C d � Z x q Q 3 OL ROAD ( I I Q m WORK C AHEAD > x a ROAD Q I I I WORK AHEAD CD This plan is submitted for TCP. I certify this plan will be used for the folling location(s): CV `o and that all channelizing devices will conform to 'General Notes" as shown on the back, w o Signature: Date CITY OF FORT WORTH TYPICAL ONE WAY MULTIPLE LANE STREET TRANSPORTATION TWO RIGHT LANES CLOSURE AND Note: PUBLIC WORKS See reverse side for General Notes and Device Spacing PLAN 11142R" Ii f "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. ' 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Spa in Spacing Feet Posted 10, 11' 12' On a Taper On a Tangent „K, Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=— 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet(maximum). LEGEND ❑ ❑ Channelizing devices Trailer mounted arrow display Fiagger 1=4 Barricade i 10 FEET MIN. FLASHING LIGHTS 0000 REVOLVING LIGHT a 0 N N z _J CL m This plan is submitted for TCP. 1 certify this plan will be used for the folling location(s): N and that all channelizing devices will conform to 'General Notes' as shown on the back. w o Signature: Date -t CITY OF FORT WORTH TYPICAL TWO WAY STREET - SPEED LIMIT 30 MPH OR LESS TRANSPORTATION SHORT DURATION - 1HOUR OR LESS - DAYTIME ONLY AND Note: PUBLIC WORKS See reverse side for General Notes and Device Spacing PLAN '220 A" TMUTCD Figure TA-3,4 & 6 "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin —Spacing Feet Posted 10, 11' 12' On a Taper On a.Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=— 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 "L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet (maximum). LEGEND 0 o Channelizing devices Trailer mounted arrow display (`'0 Flagger I1==4 Barricade F1 0 0 � 0 0 0 10 FEET o Y ¢ MIN. � o Lu �O 3 ¢ o 0 0 0 W 0 LL Ui LL z o = O 0 CO N 0 0 j< 0 ¢ 0 0 0 1— (; 0 (1J UJ 0 Ld LU 0 Li.. U M 0 0 CDCD 0 � CD m m N N ROAD z x WORK ¢ AHEAD _I m m This plan is submitted for TCP. I certify this plan will be used for the folling location(s): co w and that all channelizing devices will conform to "General Notes' as shown on the back. F— o Signature: Date CITY OF FORT WORTH TYPICAL TWO WAY STREET - SPEED LIMIT 30 MPH OR LESS TRANSPORTATION SHORT TERM STATIONARY - 12 HRS OR LESS - DAYTIME ONLY AND Note: PUBLIC WORKS See reverse side for General Notes and Device Spacing PLAN °2 2 0 B° TMUTCO Figure TA-3,4 & G "GENERAL MOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices, 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is.not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer, 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND . SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing Feet Posted 10, 11' 12' On a Taper On a Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=WS2 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L-DNS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet(maximum). LEGEND A o Channelizing devices Trailer mounted arrow display ET=0 Flagger �� Barricade F1 ROAD WORK ENO AHEAD \ ROAD WORK X O 0 0 10 FEET (MIN. o° 1 ° ° Q O w ° ° ° w w LL ° mO N • a • 0 O J 00 J O 00 N 0 N 0 O Z C Q C a x u ROAD WORK END AHEAD ROAD WORK C v "tr aThis plan is submitted for TCP. I certify this plan will be used for the following location(s): r0 n and that all channelizing devices will conform to "General Notes'' as shown on the back. oSignature: Date: CITY of FORT WORTH TYPICAL NO WAY STREET - SPEED LIMIT 30 MPH OR LESS TRANSPORTATION INTERMEDIATE TERM - OVERNIGHT TO 3 DAYS AND No to PUBLIC WORKS See reverse side for General Notes and Device Spocin PLAN ��2 2 0 C" "GENERAL NOTES" I. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. ' 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing (Feet Posted 10, 11' 12' On a Taper On a Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=— 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L-VVS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet(maximum). LEGEND 0 o Channelizing devices Trailer mounted arrow display Flagger ° Barricade ROAD Ir WORK END AHEAD x ROAD WORK X ONE LAN ROAD ° AHEAD ° /I a Flogger ° a ° Q a O x I° Q a a (Y ° W W ° LL O if m N to 0 0 0 0 O Z X O � � 2 Flaggers required wheneveLu I o opposing traffic required o W 0 Flogger Required On W O 99 q to; use same lane. o ; o Collector/Residential O Ln Streets. Additional Flaggers Fla ers shall be In constant o May Be Required Depending On N gg Field Conditions. N' radio contact. I I� No congregrating around ONE LANE flogger stations. x ROAD Flogger stations must be AHEAD lighted at night. s ROAD x WORK ROADNWORK \ AHEAD O O CV This plan is submitted for TCP. I certify this plan will be used for the following locotion(s): n and that all channelizing devices will conform to "General Notes" as shown on the back. o I Signature: Date: CITY OF FORT WORTH TYPICAL TWO WAY STREET TRANSPORTATION LANE CLOSURE AND Note PUBLIC WORKS See reverse side for General Notes and Device S acin PLAN ��2 2 1" I� "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required, 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing Feet Posted 10, 11' 12' On a Taper On a Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=WS2 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet(maximum). LEGEND ❑ ❑ Channelizing devices Trailer mounted arrow display 7 0 Flagger 1=4 Barricade ROAD WORK END AHEAD ROAD WORK S X O O O O 0 0 0 O W Q 00000 n �- 0 a' w w ARROW BOARD IF SPEED LIMIT of o IS 40 MPH OR GREATER m o o 0000 LEFT O J LANE N G O I CLOSED z Q c" a CL X 10 ROAD WORK AHEAD ENO C ROAD WORK ( q 'o ¢ .S. a o This plan is submitted for TCP. I certify this plan will be used for the following location(s): N and that all chonnelizing devices will conform to "General Notes" as shown on the back. w Q Signature: Date: 0 CITY of FORT WORTH TYPICAL TWO WAY STREET TRANSPORTATION ONE LANE CLOSURE AND Note: PUBLIC WORKS See reverse side for General Notes and Devices ocin . PLAN ��2 41 L "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. ' 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline: In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing (Feet Posted 10' 11' 12' On a Taper On a.Tangent „K, Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=WS2 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet (maximum). LEGEND o d Channelizing devices Trailer mounted arrow display I� 0 Flagger ls� Barricade /ROAD WRK END AHEAD \ ROAD WORK X O O O O O O Y W 0 W O a � Q c 00000 o � � W ARROW 6OARO IF SPEED LIM17 U- o IS 40 MPH OR GREATER Co N a O O 0 O RIGHT 0000 j LANE ZZ— °o CLOSED a 0 N O C z C Q X q /RO\ADO_ 0 �7AHEAD END I I t� 0 ROAD WORK 4 .a0 A ¢ this plan will be used for the following locotion(s): o This plan is submitted for TCP. I certify N and that all channelizing devices will conform to "General Notes" as shown on the back. w oSignature: Date: CITY of FORT WORTH TYPICAL LTWO ANE WAY STREET TRANSPORTATION ONE URE AND Note „ „ PUBLIC WORKS See reverse side for General Notes and Device SpocinqPLAN 2 41 R "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices, 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline: In such locations, channelizing device spacing of 10 feet is required, 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer, 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet S ing Spacing Feet Posted 10, 11' 12' On a Taper On a Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=— 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 "L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet (maximum). LEGEND 0 o Channelizing devices Trailer mounted arrow display i�0 Fiagger �� Barricade >QIOM NaOM OVON X a ° q 03S0"10 X a 3NV1 • a gt'" ENO 1j31 q t�0A0 WORK ° O a L ° 1(9 00000 a a a ARROW BOARD IF SPEED LIMIT ��q IS 40 MPH OR GREATER a a ° a 0 a ° �/2 L MIN ° a ° a a a a ° ° ° a a a a a a a a a as �/2 L MIN a a a ° 1/2L MIN OR 00 N ° 00000 N a END ARROW BOARD IF SPEED LIMIT ROAD WORK q q L IS 40 MPH OR GREATER \ RIGHT TWO LANES X CLOSED a X ROAD WORK AHEAD IS N This plan is submitted for TCP. 1 certify this plan will be used for the folling location(s): 6? and that all channelizing devices will conform to "General Notes' as shown on the back. LIJ o Signature: Date CITY OF FORT WORTH MULTILANE STREET - TWO LANE CLOSURE TRANSPORTATION AND Note: PUBLIC WORKS See reverse side for General Notes and Device Spacing PLAN "242" TMUTCD Figure TA-32 "GENERAL NOTES" I. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW! DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet S ing Spacing (Feet Posted 10, 11' 12' On a Taper On a Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=WS2 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet (maximum). LEGEND d o Channelizing devices Trailer mounted arrow display 7 0 Flagger Barricade 2 Signs ROAD ENO WORK (Back-to-Back) ROAD WORK AHEAD e o ° 0 o ° ^ o O O O °3r ° o ° ° o 0 0 0 N P ° 0 (' 0 13LLJ W C (L O N O ° ° Z 0 a Icy 00000 0 N o ARROW BOARD IF SPEED LIMIT N ° o J IS 40 MPH OR GREATER 0000 Q ° o J ° 0- o ° o 0 END ° X /RIGHT ROAD WORK I n �— DWO ES CLLOS \ o X d S ROAD WORK AHEAD o This plan is submitted for TCP. I certify this plan will be used for the following location(s): and that all chonnelizing devices will conform to "General Notes" as shown on the back. o Signature: Date: CITY OF FORT WORTF CONTINUOUS TRANSPORTATION LEFT TURN LANE - DETOUR AND Note: PUBLIC WORKS See reverse side for GenerolNotes and Device S ocin . PLAN I1252 "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. ' 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing Feet Posted 10, 11' 12' On a Taper On a.Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 . 60-75 120 35 L=— 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet(maximum). LEGEND 0 o Channelizing devices Trailer mounted arrow display 70 Flagger Q� Barricade g ENO ROAD WORK a.a. v. I ( � YQ ji a• Ofw o 000 a ° Q W til li z a a �0 ° a m p 000 M o � V o � a 0 ° . O a 0 ° � I 0 LANE r` M I BLOCKED N 12 3X x ` x Q JL AL ROAD J ROAD WORK WORK x I I X AHEAD AHEAD I I ( I ( O o This plan is submitted for TCP. I certify this plan will be used for the following location(s): CO and that all channelizing devices will conform to "General Notes" as shown on the bock. w o Signature: Date: CITY of FORT WORTH TYPICAL TWO WAY DIVIDED ARTERIAL TRANSPORTATION ONE - LANE CLOSURE AND Note PUBLIC WORKS See reverse side for General Notes and Device Spocind PLAN 1 1 2 71 B 1 "GENERAL MOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. ' 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing (Feet Posted 10' 11' 12' On a Taper On a Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=WS2 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L—WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet(maximum). LEGEND 0 Channelizing devices Trailer mounted arrow display 1—' 0 Fiagger 114 Barricade 0 0 0 0 0 10 0 o TYPE I 0 BARRICADE LJ..I 0 RIGHT Z LANE Q W CLOSED X Q � I z z A ROAD —� WORK V LLJ o AHEAD `i X 0 Q q rr 0 a z DUMPSTER IN DUMPSTER IN PARKING LANE TRAVEL LANE m This plan is submitted for TCP. I certify this plan will be used for the folling location(s): N M and that all channelizing devices will conform to 'General Notes" as shown on the back. LU o Signature: Date CITY OF FORT WORTH TYPICAL LAYOUT FOR DUMPSTER TRANSPORTATION AND Note: PUBLIC WORKS See reverse side for General Notes and Device Spacing PLAN 1131011 "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices, 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing Feet Posted 10, 11' 12' On a Taper On a.Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=WS2 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet (maximum). LEGEND co o Channelizing devices Trailer mounted arrow display Fiagger Barricade ROAD CLOSED AHEAD 11 '1 Y OETOUR T � U JVL U MEAD x END DETOUR W W � T z � Nl50130 0 3mN 13aats r— .L u x W F � W N CC U1 T OldldNl I1HH1 Ol 0350'10 QION STREET NAPE ROAD oE7ouR p CLOSED ROAD o� CLOSED dnol3a � W � 3PMN 133N15 'r' ./ a Jo N V r � r i -- L Ll J 1I g"" a «<777 €A z a_ X STREET NAVE F- DETOUR W W .S. EC N x DETOUR T AHEAD OETOUR .L ROAD CLOSED ANEAD o This plan is submitted for TCP. I certify this pion will be used for the following loco ion(s)� N M ! and that all channelizing devices will conform to "General Notes" as shown on the back. w 0 Signature: Date: CITY OF FORT WORTH FULL STREET CLOSURE DETOUR TRANSPORTATION Note: AND PUBLIC WORKS See reverse side for General Notes and Device S acin^ rH L AN F - "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. ' 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES ' Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing Feet Posted 10, 11' 12' On a Taper On a.Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=WS2 205 225 245 35 70-90 160 60 40 266 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 "L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet (maximum). LEGEND 0 o Channelizing devices Trailer mounted arrow display (�� Flagger lP Barricade Qv'3HV 0350�0 oeoa Oda- l( 1L 4 21ft0130 �J V X END DETOUR W anol30 T z 3'MN MKS r K xVL Ofdt+a of 035013 WOtl F ' REET NAM ROAD \\ oeTouR cLosEO m �g ROAD CLOSED o anol3o � 31n'N 133a1S T V� N Li F W m z Q Q z � J (L h X STREET NN3E W DETWR W Ul X DETOUR T AHEAD DETOUR .S. *thiplon o This plan is submitted for TCP. Icertify will be used for the following locations) N O ' and that all channelizing devices will conform to ''General Notes" as shown on the back. w o Signature: Date: CITY OF FORT WORTH FULL STREET CLOSURE DETOUR TRANSPORTATION AND Note: PUBLIC WORKS See reverse side for General Notes and Device Spacin PLAIN 11 F -2 11 "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. ' 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing Feet Posted 10, 11' 12' On a Taper On a.Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=WS2 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L—WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet (maximum). LEGEND a o Channeiizing devices Trailer mounted arrow display I7 7 Flagger 1 Barricade Y o o I d 0 o w o ,n Ln 2-24x24 inch I 0 f!o9 s Q 0q> Of N a W11-2 I W11-2 I N I I W11-2 30x30 30x30 Q 30x30 v � U- STRIPED LEFT TURN LANE MEDIAN OR ONEWAY STREET REQUIREMENTS 1. AI! fund raisers must be eighteen (18) years of age or older. 2. No fund raiser may impede traffic at any time. 3. Fund raiser may enter or remain in roadway only while the controlling traffic signal is red. 4. All fund raisers must remain within 100 feet or less from the intersection approved under the permit. 5. Construction vests conforming to current TMUTCD are required for each fund raiser person. 6. Time restrictions: 9AM to. one (1) hour before sunset. a o This plan is submitted for TCP. I certify this plan will be used for the following intersection: Ln and w oSignature: Date: CITY OF FORT WORTH FUND RAISER TCP TRANSPORTATION AND Note: PUBLIC WORKS PLAN ''F R'' "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing Feet Posted 10, 11' 12' On a Taper On a.Tangent Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=WS2 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Suffer Zone will be 25 feet(maximum). LEGEND 0 o Channelizing devices Trailer mounted arrow display Fiagger 1--=z4 Barricade Q BEACONS AND �- V FLASHING LIGHTS oo 0000 000o (Optional) Go" X 30" min. WORK CONVOY M Z Q J C 0 'O C1 m This plan is submitted for TCP. I certify this plan will be used for the foiling location(s): m and that all channelizing devices will conform to "General Notes' as shown on the back. w i-- o Signature: Date CITY OF FORT WORTH MULTILANE STREET - SPEED LIMIT 30 MPH OR LESS TRANSPORTATION MOBILE OR SHORT DURATION - I HOUR OR LESS - DAYTIME ONLY AND Note: PUBLIC WORKS See reverse side for General Notes and Device Spacing PLAN "M-31" TMUTCD Figure TA-35, Sec. 6G-7(d) "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. ' 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD, 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities, All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED' MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing Feet Posted 10, 11' 12' On a Taper On a Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) MPH Offset Offset Offset Dimension 30 150 165 180 30 60-75 120 35 L=WS' 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L=WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet (maximum). LEGEND O o Channelizing devices Trailer mounted arrow display I- =:o Fiagger Lf� Barricade WI i I r I w 1 w CC tn aas oHio asn I Dasoi�a�m I SIDEWALK I CLOSEO SVEWFLK CLOSED USE OTHER SOE 1 ( 1� Q _1 °- BDAO L I 4 I This plan is submitted for TCP. I certify this plan will be used for the following location(s): 0 0 N \ and that ail channelizing devices will conform to "General Notes" as shown on the back. 0 Signature: Date: Q 0 CITY OF FORT WORTH SIDEWALK CLOSURE DETOUR TRANSPORTATION ' AND Note PUBLIC WORKS See reverse side for General Notes and Device Spacing. PLAN "P-1" "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing Feet Posted 10, 11' 12' On a Taper On a.Tangent „x„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=WS2 205 225 245 35 70-90 160 60 40 265 295 320 40 80-100 240 45 450 496 540 45 90-110 320 50 L—WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note: Buffer Zone will be 25 feet (maximum). LEGEND 0 o Channelizing devices Trailer mounted arrow display Flagger 1==4 Barricade I So ' opop 0 N Z a J a I y 0 ao�o ^ WOflN o This plan is submitted for TCP. Icertify this plan will be used for the following locotion(s): co , o and that all channelizing devices will conform to "General Notes" as shown on the back. w Q Signature: Date: 'CITY OF FORT WORTH SIDEWALK CLOSURE DETOUR TRANSPORTATION AND Note: NI PUBLIC WORKS See reverse side for GenerolNotes and Device Spocing. PLAN 11P- 2 "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing of 10 feet is required. 4. For Lonq Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet Sp acin Spacing Feet Posted 10, 11' 12' On a Taper On a Tangent „X„ Speed Formula* Lane Lane Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 30 150 165 180 30 60-75 120 35 L=WS2 205 225 245 35 70-90 160 60 40' 265 295 320 40 80-100 240 45 450 495 540 45 90-110 320 50 L-WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in feet S= Posted speed Note; Buffer Zone will be 25 feet (maximum). LEGEND o d Channelizing devices Trailer mounted arrow display (---'—J Flagger � � Barricade