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Home My WebLink AboutContract 54748FORT WORTH ii��//��- i PROJECT MANUAL FOR THE CONSTRUCTION OF NOR THSIDE II 30-INCH WATER TRANSMISSION, PART 2 (BEACH STREET CROSSING OF SH 170) Betsy Price Mayor 0 TF 9�'i� '-. .. ............................ :... BETH A. KOCHUR 113866 06-26-2020 City Project No. 100261 Chris Harder, P.E. Water Director Prepared for The City of Fort Worth WATER DEPARTMENT June 2020 Prepared by: CP&Y INC. 115 West 7"' Street Suite 1500 Fort Worth, TX 76102 David Cooke City Manager Texas Registered Engineering Firm F-1741 P&Y- J Fm"ImliveRewrtali FTW 1600051.02 City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of S SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 0005 10 Mayor and Council Communication 07/01/2011 0005 15 Addenda 07/01/2011 00 11 13 Invitation to Bidders 03/09/2020 0021 13 Instructions to Bidders 03/09/2020 nn� 07 L20II 0032 15 Construction Project Schedule 07/20/2018 0035 13 Conflict of Interest Statement 02/24/2020 00 41 00 Bid Form 03/09/2020 00 42 43 Proposal Form Unit Price 01/20/2012 0043 13 Bid Bond 09/11/2017 00 43 37 Vendor Compliance to State Law Nonresident Bidder 06/27/2011 0045 11 Bidders Prequalifications 07/01/2011 0045 12 Pre uglification Statement 07/01/2011 00 45 13 Bidder Prequalification Application 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 40 Minority Business Enterprise Goal 06/09/2015 nn nc n t VQTTTT n�mnrnn7 c 0-7TL- 00 52 43 Agreement 09/06/2019 0061 13 Performance Bond 07/01/2011 0061 14 Payment Bond 07/01/2011 0061 19 Maintenance Bond 07/01/2011 0061 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 03/09/2020 00 73 00 Supplementary Conditions 03/09/2020 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/2012012 01 25 00 Substitution Procedures 07/01/2011 01 31 19 Preconstruction Meeting 08/17/2012 0131 20 Project Meetings 07/01/2011 01 3216 Construction Progress Schedule 07/01/2011 01 3233 Preconstruction Video 07/01/2011 013300 Submittals 12/20/2012 01 35 13 S ecial Project Procedures 12/20/2012 01 45 23 Testing and Inspection Services 03/09/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 0158 13 Temporary Project Signage 07/01/2011 01 60 00 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 7000 Mobilization and Remobilization 11/22/2016 01 71 23 Construction Staking and Survey 02/14/2018 01 7423 Cleaning 07/01/2011 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 NSII 30-Inch Water Transmission, Part 2 (Beach Street Crossing of SH 170) City Project No. 100261 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 8 01 77 19 Closeout Requirements 07/01/2011 01 7823 Operation and Maintenance Data 12/20/20 4 2 01 7839 Project Record Documents 07/01/2011 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Date Division 02 - Existing Conditions Modified 0nz-3 Sele iye cite 4e ,.i;e-:,,,, 02 41 14 Utility mo ^-14-5 Paving RemovfJ Division 03 - Concrete Division 26 - Electrical Division 31 - Earthwork '�rzv1 In -vv nn � Z1-129 � �o Z lea Borrow Z -2440 Z 1 7C ,.osio., And Serli ent Gentrel �Qnn L' 31�Qv Gahien-s 313700 31 4) 00 Shoring 04-2020 Iivision sz - _Lxterior Improvements 3201 17 Permanent Asphalt Paving Repair 07-2020 32-04-4-a Tempof-ary Asphalt Paving R-&� 32 01 29 Concrete Paving Repair 07-2020 Z711 1Z 32 1 1 29 T e .. Teete.l T3.,ee Gegoises �-z�rz7 32 11 37 �T Z2 l � 324-343 Z `7= 1�II Z 7 1 Z :�--a-7- � CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 9, 2020 City Project No. 100261 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 Division 33 - Utilities 3 n,—�n o 33 01 31 Closed Circuit Television(CCTV) Inspection 04-2020 33 03 io Q Bypass Pumping ef Existing Sewer syst'-fns 33-04-10 joint Bonding and Electrical isolation T-i'RTTTT 3304 12 Magnesium Anode Cathodic Protection System 07-2020 �o 34nn30 33 04 40 Cleaning and Acceptance Testing of Water Mains 04-2020 3Z nA rn 0eaff4ig-of-Sewef Mains 33 05 07.33 Tunnel Construction 04-2020 3305 10 Utility Trench Excavation, Embedment, and Backfill 04-2020 �305t �z 33 t �� 05� Af Frame, T'] 33 05 13.01 TJ�T'OT Frame, Manholes, inlets, Val Boxes, 64 er t�Et�Es-t0 ZZ nC 14 T4^6^ mT;ustii�nd«a 3 '2�T !`.,.- efeke ! alh-w- 3 n< 4n zo 3vrzr 0 2, � Tunnel Liner Plate 330522 Steel Casing Pipe 39-05-2> Hand Tunneling 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 07-2020 33-05-2o Utility Mafkers/Leeatofs 33 05 30 Location of Existing Utilities 04-2020 3 , , �nC� Belts, t t B�s�tas, and -Gaskets 33 11 10 Ductile Iron Pie 07-2020 39-1-44 Duc4ile !FOR 33 „-,-2 Polyvinyl Ghlefide (PVC) Pfessufe-A-pe3-11 13 Steel Gy4g4ep-Type , ZZ 1,-,n T Bidr-ied Steel Pipe wid Fittings 33 t t o Axr.,,e - cew=,;,.e5 Y ,.1, t 2: t 334444 ZZ 12 W DesiIii-..+ See+e.l "At -a. V—al .e ZZ Y 7 2Y 3TLZZT CITY OF FORT WORTH NSII 30-Inch'Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing ofSH 170) Revised March 9, 2020 City Project No. 100261 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 33 1225 Connection to Existing Water Mains 04-2020 33 1230 Combination Air Valve Assemblies for Potable Water Systems 06-2020 33 _72 .r n Fire 14ydFant, 3444--50 )Water Sample Statiens � za �-42_6o Standard Blow off ),Wve 33 31 1'� z �� Cured in Plae 3'2 '4 1 1 '2 4-3 ti c 3 ��'fnv 33 3121 D l<.,.inyl Chloride (UVG) C1.,.,ed Profile Gffayky Safi t. C Ir ! I Transportation I ME la ■ ■ FYN 1 MR■ ■ ■ a ■ PER iiili I�Si'�'a'a•'� � ■ ■ Lam',+, ■ ■ _ a ■ . a ■ r . _ ■ ■ CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (I3cach Street Crossing of SH 170) Revised March 9, 2020 City Project No. 100261 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 8 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http ://fortworthtexas.14ov/tpw/contra ctors/ or https://ai)vs.fortworthtexas.gov/ProicetResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 0241 14 Utili Removal/Abandonment 12/2012012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 0334 13 Controlled Low Strength Material CLSM 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/2012012 03 8000 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 212W 2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi -Duct Conduit 02/26/2016 Division 31 - Earthwork 31 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 12/2012012 Eabi fts , 2 n� ,-2 , , = 11" Division 32 - Exterior Improvements 4'7T�4J -4 1717r=vizv i2 "i-!%Q TempafaFy Asphalt Paving 2 �7�� (1Repaiirj240A20i� 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 11 33 Cement Treated Base Courses 12/20/2012 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 424246Pa-ving 3242-74 , r 32 13 13 Concrete Paving 12/20/2012 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Rams 06/05/2018 3213 73 Concrete Paving Joint Sealants 12/20/2012 'moo 12/20/-201 32 16 13 Concrete Curb and Gutters and_Valley Gutters 10/05/2016 CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 9, 2020 City Project No. 100261 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 32 17 23 Pavement Markings 11/22/2013 2 P-z� r y Inn,-04 2013 32-34-14 12494042 32 31 26 Wire Fences and Gates 12/20/2012 32-34-29 ixrood>~enees era Gy- tie 3232 13 Cast-in-PIace Concrete Retaining Walls 06/05/2018 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 3292 13 H dro-Mulchin , Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 0i 3309. r�1-�- '2 n�In�,o3;zo��nr c 33 03 jo Bypass Pumping af Existing SewejF System r ']'] 1`1r� 3304 10 Joint Bonding and Electrical Isolation 12/20/2012 3304 11 Corrosion Control Test Stations 12/20/2012 3-3-04-1-2 Magnesium Aftede Gathedie. sy4em W?1 i2 33 04 30 TemporaryTemponlry Water Services 07/01/2011 33 0440 Cleaning and Acceptance Testing of Water Mains 02/06/2013 43 9458 1 2/2n�2012 3345toUtility 129,90" 33- 05-12 124042042 3305 13 Frame, Cover and Grade Rings - Cast Iron 01/22/2016 33 05 13.10 Frame, Cover and Grade Rings - Composite 01/22/2016 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 12/20/2012 3305 16 Concrete Water Vaults 12/20/2012 3305 17 Concrete Collars 12/20/2012 33 05 20 Auger Boring 12/20/2012 32�..0524 Tunnel Tin ,- Diate 12120/2012 33 05 22 Steel Casing Pie 12/20/2012 33 05 23 Hand Tunneling 12/20/2012 33-05-24 t�1Lo�� y9 Tn r �z 33 05 26 Utility Markers/Locators I2/20/20J2 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 12/20/2012 33 ii 40 42l�n�so122 r2 33 11 11 Ductile Iron Fittings 12/20/2012 '2�izY--Q -1b/-I -2 3 1 1 1 � ��-s 12l20/2012 -rfn-zvnv■-c , , ? Z�_, T1z__ 4 BtfFied Steel Pipe Emd Fi4ings 4240404-2 -33444-0 Vr., er c,...,.:ees 1 ;neh!a 2 ;9.,.i., i2k2oA20 iz 33 1220 Resilient Seated Gate Valve 12/20/2012 33 1221 AWWA Rubber -Seated Butterfly Valves 12/20/2012 33 1230 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 .33-42-40 n 1 /nz o3/20 r n CITY OF PORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH I70) Revised March 9, 2020 City Project No. 100261 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Page 7 of ZZT. 15a i 0 207x-2 33 1260 Standard Blow -off Valve Assembly 06/19/2013 3444-=13 12/20/2912 Z2�5 1!1»z=0 201 33 34-20 469-9� 33 3i 2i vie riiiy. C...e..d., (.VG)17!'� � Q 1717�r20/20 rcMn 1 Z 3- 3940 Cast ifi nlaee !'s.,,,..,ete 11 if.,.,1,. 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I.Temporary111=201 Z ZZn 'Z ARapid1 1 rrlrr�v1� ZZ Ado 12,adp4rinn1 1 r 4-3 24 Ti__'iZ:ncr 17!'I40/40i 3 A A�v-r ntirl co ��n1 cc � A �-r 44r� FFeeway LED Roadway 06 nF c�-5 4n Ate_O Residential LED Readway Luminaires-06115/2015 � A�v Ri9fis 1 1 ! 13 44A4--59 nor„pr o 3471 13 Traffic Control 11/22/2013 CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing ofSH 170) Revised March 9, 2020 City Project No. 100261 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page S of S Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION CITY OF PORT WORTH NSII 30-Inch Water Transmission, Fart 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SII 170) Revised March 9, 2020 City Project No. 100261 City ®f Fort Worth, Teitas a qq DATE: Tuesday, September 22, 2020 REFERENCE NO.: **M&C 20-0706 LOG NAME: 60NSIISH17030INWLP2-FLOWLINE SUBJECT: (CD 7) Authorize Execution of a Contract with Flow -Line Construction, Inc., in the Amount of $2,098,430,00 for the Northeast Northside II 30-inch Water Transmission Main Along State Highway 170, Part 2, Provide for Project Costs for a Project Total in the Amount of $2,448,721.00 and Adopt Appropriation Ordinance RECOMMENDATION: It is recommended that the City Council 1. Authorize execution of a contract with Flow -Line Construction, Inc., in the amount of $2,098,430.00 for Northeast Northside II 30-inch Water Transmission Main Along State Highway 170 - Part 2; and 2. Adopt the attached Appropriation Ordinance increasing estimated receipts and appropriations in the Water and Sewer Capital Projects Fund in the amount of $451,271.00 for Northeast Northside II 30- inch Water Transmission Main Along State Highway 170 - Part 2 (City Project No. 100261) transferred from available funds within the Water and Sewer Fund. DISCUSSION: The Texas Department of Transportation (TXDOT) is proposing to construct four main lanes and associated improvements along State Highway (SH) 170 from 0.5 miles East of Interstate Highway (IH) 35W to Trophy Lake Drive. As part of the TXDOT improvements along SH 170, four city existing water main crossings in direct conflict with the proposed roadway improvements will require relocation. The conflicting crossing locations are at Beach Street, Alta Vista Road, Westport Parkway and Independence Parkway. In accordance with the terms of the Utility Agreement between TXDOT and the City, TXDOT will reimburse the City for all costs incurred with the relocation of the Beach Street crossing because the water main was installed in an easement. This project consists of the relocation of the conflict at the SH 170 and Beach Street intersection. On April 7, 2020, Mayor and Council Communication (M&C 20-0168), the City Council adopted an appropriation ordinance in the Water and Sewer Capital Projects Fund for the amount of $2,264,435.00 and authorized the execution of Amendment No. 2 to City Secretary Contract No. 48423, an engineering agreement with CP&Y, Inc. for the Northeast Northside 11 Water Main along SH 170 from North Beach Street to US 377 as well as authorized the execution of an agreement with TXDOT for the relocation of City water facilities related to the construction of SH 170 from 0.5 miles East of IH 35W to Trophy Lake Drive. The sum of $1,997,450.00 out of the previously appropriated $2,264,435.00 is part of the current contract that will be approved with this M&C with Flow -Line Construction, Inc. for the relocation of the four conflict locations identified above. Construction of the project was advertised for bid on June 25, 2020 and July 2, 2020 in the Fort Worth Star -Telegram. On August 6, 2020 the following bids were received: Bidder Flow -Line Construction, Inc. Amount $2,098,430.00 �I!Day Time of Completion 0 s Calendar Ark Contracting Services, LLC::J$2,122,000.0011 SJ Louis Construction of Texas, Ltd.1$2,124,944.0011 McKee Utility Contractors, Inc. ]1$2,135,941.001 William J. Schultz Inc. dba Circle C Construction Company $2,191,231.00 1 Belt Construction of Texas, LLC $2,192,458.00 Conatser Construction TX, L.P. $2,215,846.00 Mountain Cascade of Texas, LLC $2,271,467.001 Western Municipal Construction of Texas, LLC $3,091,525.00 In addition to the contract cost, $245,369.00 is required for project management, inspection and material testing and $104,922,00 is provided for project contingency. Appropriations for the Northeast Northside II 30-inch Water Transmission Main Along SH 170 from North Beach Street to US 377 project are as depicted below: Fund Existing Appropriations Additional Appropriations Project Total* W&S Capital Projects - Fund $2,388,635.00 $451,271.00 $2,839,906.00 56002 Water Capital - Fund 59601 $7 455,480.00 $0.00 $7,455,480.00 Project Total $9,844,115.00 $451,271.00 $10,295,386.00 'Numbers rounded for presentation. This project will have no impact on the Water Department's operating budget when completed. M/WBE OFFICE: Flow -Line Construction, Inc., is in compliance with the City's BDE Ordinance by committing to ten percent MBE participation on this project. The City's MBE goal on this project is ten percent. Additionally, Flow -Line Construction, Inc. is a certified M/WBE. The project is located in COUNCIL DISTRICT 7. FISCAL INFORMATION / CERTIFICATION; The Director of Finance certifies that funds are available in the current operating budget, as previously appropriated, in the Water & Sewer Fund and upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the W&S Capital Projects Fund for the NSII Water Main Along SH 170 project. Prior to any expenditure being incurred, the Water Department has the responsibility of verifying the availability of funds. FUND IDENTIFIERS (FIDs): TO Fund Department ccoun Project Program ctivity Budget Reference # mown ID ID Year (Chartfield Fund Department ccoun Project JProgram ctivity Budget Reference # mou ID� ID Year (Chartfield 2) CERTIFICATIONS: Dana Burghdoff (8018) Originating Department Head: Chris Harder (5020) Additional Information Contact: Scott Taylor (7240) ATTACHMENTS 1. 60NSIISH17030INWLA2-FLOWLINE SAM.pdf (CFW Internal) 2. 60NSIISH170301NWLP2-FLOWLINE Compliance Memo.pdf (CFW Internal) 3. 60NSIISH17030INWLP2-FLOWLINE FID Table (NN 08.14.20-2).xlsx (CFW Internal) 4. 60NSIISH17030INWLP2-FLOWLINE Form 1295.pdf (CFW Internal) 5. 60NSIISH170301NWLP2-FLOWLINE funds avail.docx, (CF'W Internal) 6. 60NSIISH17030INWLP2-FLOWLINE 56002 AO20(r2).docx (Public) 7. M & C Map - 60NSIISH170301NWLP2-FLOWLINE.pdf (Public) TI C T C T C 7 � � • • • . • • w w w w w C7 w .'4. fin. t O rk t. rS p O O + • • • • :rD Q phi ID n - - - Ln @ C rD c irk W w r y a w q m H bn EA O O J 'JI • O O tD rfl rD Home Legislation Calendar Details File #: Type; File created On agenda: Title: Attachments: History (1) 1 record Reports Text City Council Departments Sign In a 0 0 Shwe U RSS 1r Alerts M&C 20-0706 Version: 1 Name: Award of Contract Consent Status: Passed 9/17/2020 In control: CITY COUNCIL 9/22/2020 Final action: 9/22/2020 (CD 7) Authorize Execution of a Contract with Flow -Line Construction, Inc., in the Amount of $2,098,430.00 for the Northeast Northside II 30-inch Water Transmission Main Along State Highway 170, Part 2, Provide for Project Costs for a Project Total in the Amount of $2,448,721.00 and Adopt Appropriation Ordinance 1. M&C 20-0706, 2. M & C Map - 60NSIISH17030INWLP2-FLOWLINE.pdf, 3. 60NSIISH17030INWLP2-FLOWLINE 56002 AO20(r2)pdf Group Export Date Ver. Action By Action Result Action Details Meeting Details Video 9/22/2020 1 CITY COUNCIL Approved Action details Meeting details Not available SECTION 00 05 15 ADDENDA END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 00 05 I5 - 1 ADDENDA Page 1 of 1 NSII 30-Inch Water Transmission, Part2 (Beach Street Crossing of SH 170) City Project No, 100261 City of Tort Worth Northside H 30 Inch Transmission Main Part 2 (Beach Street Crossing of SH 170) City Project No. 100261 ADDS, NDUM NO. l RELEASE DATE: July 21, 2020 ORIGINAL BID RECEIPT DATE: July 23, 2020 REVISED BID OPENING DATE: July 30, 2020 INFORMATION TO BIDDERS; Prospective bidders are hereby informed that the bid opening date for the project has been changed to July 30, 2020. Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. CHRIS HARDER, P.E. DIRECTOR, WATER D PA TMENT By: �� ° J Tony Sholola, P.E. Assistant Director Water Department Capital Delivery Addendum No. 1 Northside II 30 Inch Transmission Main Part 2 City Project No. 100261 City of Fort Worth Northside II 30 Inch Transmission Main Part 2 (Beach Street Crossing of SH 170) City Project No. C100261 ADDENDUM NO.2 RELEASE DATE: July 29, 2020 ORIGINAL BID RECEIPT DATE: July 23, 2020 REVISED BID OPENING DATE: August 6, 2020 INFORMATION TO BIDDERS: Prospective bidders are hereby informed that the bid opening date for the project has been changed to August 6, 2020. Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. CHRIS HARDER, P.E. DIRECTOR, WATER DEPARTMENT By: 6fony Sholola, P.E. Assistant Director Water Department Capital Delivery Addendum No. 2 Northside II 30 Inch Transmission Main Part 2 (Beach Street Crossing at SH 170) City Project No.100261 ADDENDUM NO. 3 FOR NORTH SIDE II 30 INCH WATER TRANSMISSION, PART 2 (BEACH STREET CROSSING OF SN 170) City Project No. 100261 Addendum No. 3 Issue Date: July 31, 2020 Revised Bid Receipt Date: August 6, 2020 This addendum forms part of the contract documents referenced above and modifies the original Contract Documents. Please acknowledge receipt of this addendum by signing and attaching it to the Contract Documents (inside cover). Please note receipt of the Addendum in the Bid Form and on the outer envelope of your bid. Failure to acknowledge the receipt of Addendum No. 3 could cause the subject bidder to be considered "NON -RESPONSIVE", resulting in disqualification. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. ATTACHMENTS TO THIS ADDENDUM: Pre -Bid Agenda Bid Quantity Breakdown Buy America Guidelines Buy America FAQs TXDOT Form 1818 Invoice Example Lay Drawings for existing pipe connections PLEASE MAKE NOTE OF THE FOLLOWING REVISIONS: QUESTIONS FROM PRE -BID MEETING 1. Question 1 - How much time to complete the project? Answer: 200 days from Notice to proceed. 2. Question 2 - Are there limitations on the timeframe to do connections? Answer: The connections to existing lines will be done after the new waterline has been tested and chlorinated. The sequence of construction will be updated if there are any other specific requirements. 3. Question 3 - On Sheet 11 the details show a hot tap however the plans call for cut -in tees. Which will be required? Answer: The detail sheet will be modified to delete the hot tap details. Both connections will require cut -in tees and shutdowns to connect. 4. Question 4 - What is the acceptable timeframe for the shutdowns to connect to existing? Answer: The addendum will address the sequencing for the shutdowns for connections to the existing line. 1 of 4 NSII 30-Inch Water Transmission Part If (Beach Street Crossing) ADDENDUM NO. 3 5. Question 5 - What is the Engineer's Estimate of cost? Answer: $2 Million. 6. Question 6 - Is Ductile Iron Pipe the only pipe material that will be allowed? Answer: Yes. 7. Question 7 - Can the lay drawings for the existing pipe be provided? Answer: Yes, the lay drawings for the existing pipe will be issued with the Addendum. QUESTIONS RECEIVED SINCE PRE -BID MEETING 8. Pay Item existing for cathodic protection, no design or drawings are available for cathodic protection. Please advise what the contractor is to include for cathodic protection as part of this contract. Answer: Contractor is responsible for providing a cathodic system design and sealed calculations for the cathodic protection system. 9. Please advise if liner plate is an acceptable option to steel casing. We are currently installing liner plate under a TXDOT row crossing at other locations through the state. Answer: No, steel liner plate is not an option. 10. Connection to existing 36" WL a. Please advise if existing pipe is DIP, CIP, AWWA C303 or AWWA C301. Answer: Lay drawings for the existing pipe will be provided as reference. b. Please advise if cut in connections is required or pressure tap connection is required. Plans call for cut in connection, details snow pressure tap connection. Answer: Cut in connection is required, pressure tap connection details are deleted per this addendum. 11. Connection to existing 30" WL a. Please advise if existing pipe is DIP, CIP, AWWA C303 or AWWA C301. Answer: Lay drawings for the existing pipe will be provided as reference. b. Please advise if cut in connections is required or pressure tap connection is required. Plans call for cut in connection, details show pressure tap connection. Answer: Cut in connection is required, pressure tap connection details are deleted per this addendum. 12. Please advise if we are to comply with TXDOT Buy American requirements, this has a 16 week lead time on valves. Answer: Yes, Buy American requirements are required on this job. 13. Please advise how the vertical 30" DIP in the shaft will be measured, quantified and paid. What pay item will this be done through? Answer: An additional pay item has been added for the vertical 30" DIP. See revised line item #24. 14. Please advise if we will have to restrain existing 30" and 36" pipe joints to account for thrusts at new connection locations. If so please provide drawings showing restraining lengths needed at each connection. Answer: Restraint on existing pipe will be contingent upon actual conditions as discovered by the Contractor. Existing pipe is anticipated to be PCCP and will require the manufacturer to provide calculations and recommendations on thrust at these locations. 15. Pay Item existing for CCTV Inspection. This is typically performed an gravity sewer lines no pressure water mains. Please advise what work we are required to perform as part of this bid item. Answer: The new ductile iron pipe will be inspected via CCTV to confirm that the pipeline is clean of debris. It is anticipated the CCTV equipment can be inserted into the pipeline at the tee on either side of the tunnel shaft. 16. Please advise if thrust blocking will be required since all proposed pipe is restrained joint. If thrust blocking is required how will this be measured and paid? 2 of 4 NSII 30-Inch Water Transmission Part II (Beach Street Crossing) ADDENDUM NO. 3 Answer: Thrust blocking, if required per City of Fort Worth standard detail as amended by Addendum, is incidental to the ductile iron pipe. 17. Current project duration does not allow for successful procurement of buy America complying valves. Please amend project duration. Answer: Project schedule cannot be amended. 18. Please provide an installation detail for the 30" Butterfly Valve with Vault. Answer: Detail for the Butterfly Valve is included with this addendum. 19. Please provide pay items for pavement remove and restoration required for existing pipe demolition scope a. Cut and Plug . Answer: Pavement removal is included in the item for cut and plug. Pavement restoration has been added to the revised proposal form. b. Grout Fill existing water line. Answer: Pavement removal is included in the item for grout fill of existing water line. Pavement restoration has been added to the revised proposal form. c. Water Valve Salvage. Answer: Pavement removal is included in the item for water valve salvage. Pavement restoration has been added to the revised proposal form. 20. Will a TXDOT permit be required for the project? Has City of Fort Worth begun procuring this? Answer: Yes, a TXDOT permit will be required for the project. The City is currently working with TXDOT on the Utility Relocation agreement. 21. Please provide a pay item for message boards and arrow boards. TxDOT or Fort Worth Traffic Division may require these at this location. Answer: Pay item for message boards and arrow boards has been added to the revised proposal form. 22. On sheet 7 of the plans at STA. 0+00. The top view of the plan sheet states "cut - in" the proposed 36"x30" tee. On sheet 11 the details show a tapping saddle and hot tap. Please advise. Answer: The detail sheet will be modified to delete the hot tap details. Both connections will require cuff -in tees and shutdowns to connect. 23. What is the thickness and coating thickness requirements of the 54" steel casing? Answer. The steel casing thickness is to be provided in the shop drawings. Reference Specification 33 05 22 section 1.6.13.2. Coating thickness shall be in accordance with AWWA C203. 24. Can liner plate be used in lieu of steel casing? If so, what size? Answer: No. 25. Can the steel casing size be increased to 58" to adapt to a TBM? Answer: No. 26. Can you provide the TXDOT permit for the crossing? Answer: The TXDOT permit will be made available once it is finalized. 27. What is the Engineer's estimate for the project? Answer: $2 million. 28. is grouting required in the annular space between casing pipe and carrier pipe? Answer: Yes, 29. Will an addendum be issued for this project? Answer: Yes. SPECIFICATION AND CONTRACT DOCUMENTS: 30. Section 00 42 43 — Replace Page 1 with Page 1 R 31. Section 00 11 13 Invitation to Bidders — Replace Page 1 with Page 1 R 32. Section 00 11 13 Invitation to Bidders — Replace Page 3 with Page 3R 33. Section 00 73 00 Supplementary Conditions to General Conditions — Replace Page 1 with Page 1 R 34. Section 32 01 17 Permanent Asphalt Paving Repair — Insert specification section 32 01 17 Permanent Asphalt Paving Repair 35. Section 32 01 29 Concrete Paving Repair — Replace Page 1 with Page 1 R 3 of 4 NSII 30-Inch Water Transmission Part 11 (Beach Street Crossing) ADDENDUM NO. 3 36. Section 33 04 12 Magnesium Anode Cathodic Protection — Replace Page 1 with Page 1 R 37. Section 33 04 12 Magnesium Anode Cathodic Protection -- Replace Page 2 with Page 2R 38. Section 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate --- Replace Page 1 with Page 1 R. 39. Section 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate — Replace Page 5 with Page 5R. 40. Section 33 11 10 Ductile Iron Pipe — Replace Page 1 with Page 1 R 41. Section 33 11 10 Ductile Iron Pipe -• Replace Page 2 with Page 2R 42. Section 33 11 10 Ductile Iron Pipe — Replace Page 3 with Page 3R CONSTRUCTION PLANS: 43. Revised Plan Sheets: a. Replace sheet 3 with sheet 3R. Construction sequencing notes were moved to sheet 11 R. b. Replace sheet 7 with sheet 7R. Revised leader placement at tunnel shaft. Added callouts to trench and backfill details for surface repair. c. Replace sheet 9 with sheet 9R. Added callouts to trench and backfill details for surface repair. d. Replace sheet 11 with sheet 11 R. All connections will be clone during shutdowns, hot tapping details have been deleted. This sheet now has the detail for the butterfly valve Installation and the construction sequencing detail. e. Replace sheet 14 with sheet 14R. Pipe underneath flexbase surfaces shall have an 8-Inch concrete cap. f. Replace sheet 15 with sheet 15R. Thrust block sizing for 30" piping has been added for horizontal thrust blocks. g. Replace sheet 20 with sheet 20R. Spool piece to have 8" flanged outlet. BETH A. KOCHUR 0 1 13866 ' ��o� 41C N S�a 07-31-•2020 CHRIS HARDER, P.E. DIRECTOR, WATER DEP RTMENT By: 01t a Tony Sholola, P,E. Assistant Director Water Department Capital Delivery 4 of 4 NSII 30-Inch Water Transmission Part 11 (Beach Street Crossing) ADDENDUM NO.3 0011 13 INVITATION TO BIDDERS Page lR 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 Northside It 30-Incb 3 Water Transmission, Part 2 (Beach Street Crossing of SH 170), City Project No. 100261 ("Project") will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday, August 6, 2020 as further described below: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 76IO2 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 http:Hfortworthtexas.gQv/fwtv/. The general public will not be allowed in the City Council Chambers. In addition, in Iieu 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: 416 linear -feet of 30" water line by open tut 3 556 linear -feet of 30" carrier pipe and 54" steel casing pipe by other than open cut m 2 connections to an existing 30"/36" waterline by use of cut -in tees ® Approximately SO square yards of pavement repair/replacement 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. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT (Beach Street Crossing of SH 170) Temporarily Revised April 6, 2020 due to COVIDI9 Emergency City Project No, 100261 00 11 13 INVITATION TO BIDDERS Page 2 of 3 DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line as of Friday, June 26' by visiting the City of Fort Worth's BIM 360 site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Plans and specifications can be accessed from the City of Fort Worth's BIM 360 site via the links below: https://docs.b360. autodesk.com/projects/0cc5507e-6da3-43 20-93c0- 9al 814feb88f/folders/urn: adsk.wipprod:fs.folder:co.32NUfXpJSj SBM-zxKeAAgQ https://docs.b3 60. autodesk.com/proi ects/0cc55 07e-6da3-4320-93 c0- 9a1814feb88f/folders/urn:adsk.wipprod: fs.folder:co.YCCyIZHESumDNZIgj cyaSg Copies of the Bidding and Contract Documents may also be purchased from CP&Y, Inc., 115 West 7t' Street, Suite 1500, Fort Worth, Texas 76102 as of Monday, June 29"'. Phone number: (817)-354-0189. Call a minimum of 24 hours in advance to schedule pick up. The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $70 Set of Bidding and Contract Documents with half size (if available) drawings: $50 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 application: DATE: July 7, 2020 TIME: 1:30 PM 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 e-mail questions or comments in accordance with Section 6 of the Instructions to Bidders referenced above to the project manager(s) at the e-mail addresses listed below. Emailed questions will suffice as "questions in writing" and the requirement to formally mail questions is suspended. If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. FUNDING Any Contract awarded under this INVITATION TO BIDDERS is expected to be funded from revenues generated from TXDOT highway funds and reserved by the City for the Project. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT (Beach Street Crossing of SH 170) Temporarily Revised April 6, 2020 due to COVIDI9 Emergency City Project No. 100261 0011 13 INVITATION TO BIDDERS Page 311 of 3 This project will be subject to Federal Highway Administrations Buy America requirements. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn. Scott Taylor P.E., City of Fort Worth Email: Scott.Taylor@forrtworthtexas.gov Phone: (817)-392-7240 AND/OR Attn: Beth Kochur P.E., CP&Y, Inc. n Email: bkochur@cpyi.com / 1 Phone: (214)-589-6934 The deadline for submitting questions will be Friday, July 31, 2020. EXPRESSION OF INTEREST To ensure bidders are kept up to date of any new information pertinent to this project or the COVIDI9 emergency declaration, as amended, as it may relate to this project, bidders are requested to email Expressions of Interest in this procurement to the City Project Manager and the Design Engineer. The email should include the bidder's company narne, 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://fortworthtexas.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 • June 25, 2020 O July 2, 2020 END OF SECTION CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT (Beach Street Crossing of SH 170) Temporarily Revised April 6, 2020 due to COVIDI9 Emergency City Project No. 100261 SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms 0021 13 INSTRUCTIONS TO BIDDERS Page 1 of 10 1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terns used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for perfonming the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) snakes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use, 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. All Bidders and their subcontractors are required to be prequalified for the work types requiring prequalification at the time of bidding. Bids received from contractors who are not prequalified shall not be opened and, even if inadvertently opened, shall not be considered. Prequalification requirement work types and documentation are available by accessing all required files through the City's website at: https: Happs. fortworthtexas.gov/P ro i ectResou rces/ 3.1.1. Paving --- Requirements document located at; httns://apps.fortworthtexas. og v/ProjectResources/ResourcesP/02%20- %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPaving %20Contractor%2OPrequalification%2OProgram/PREOUALIFICATION%20REQ UIREMENTS%20FOR%20PAVING%2000NTRACTORS. df 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT (Beach Street Crossing of SH 170) Temporarily Revised April 24, 2020 due to COVID19 Emergency City Project No. 100261 0021 13 INSTRUCTIONS TO BIDDERS Page 2 of 10 htt s://a pps.fortworthtexas. ov/ProjectResources/ResourcesP/02%20- %20Construction%2ODocuments/Contractor%2OPre ualification/TPW%2ORoadwa %20and%20Pedestrian%20Li tin %2OPre ualification%20Pro ram/STREET% 20LIGHT%20PREQUAL%20REOMNTS. ndf 3.1.3. Water and Sanitary Sewer ---- Requirements document located at; https://apps.fortworthtexas. og v/ProjectResources/ResourcesP/02%20- %20Construction%2ODocuments/Contractor%2OPrequalification/Water%2Oand%2 OSanitary%20Sewcr%2OContractor%2OPrequalification%20Pro efram/WS S%20pre qual%20requirements. pdf 3.2. Each Bidder, unless currently prequalifled, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2. 1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.2.2.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 date — by day and month, will not be automatically disqualified from 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 5th 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. If the prequalification renewal documents show the Bidder as now not -qualified, the bid will be rendered non- responsive. A Bidder may not use this exception to seek a prequalification status greater than that which was in place of the date of expiration. A Bidder who seeks to increase its prequalification status must follow the traditional submittal/review 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, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non -responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 3.5. Special qualifications required for this project include the following: CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT (Beach Street Crossing of SH 170) Temporarily Revised April 24, 2020 due to COVID19 Emergency City Project No. 100261 0021 13 INSTRUCTIONS TO BIDDERS Page 3 of 10 0 Tunneling 54" 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. Be advised, City, in accordance with Title V1 of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally -assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration of award. 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional inforiation 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. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT (Beach Street Crossing of SH 170) Temporarily Revised April 24, 2020 due to COVID 19 Emergency City Project No. 100261 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 10 4.1.7. 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. 4.1.8. 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. 4.19. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.1.10. Procurement of materials for this project will be subject to the Federal Highway Administration's Buy America requirements. 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. CITY OF FORT WORTH NSI130-Inch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT (Beach Street Crossing of SH 170) Temporarily Revised April 24, 2020 due to COVIDI9 Emergency City Project No. 100261 0021 13 INSTRUCTIONS TO 13IDDFRS Page 5 of] 0 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 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 proj ect. 5.3. The Bidder shall be prepared to commence construction without all executed right-of- way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT (Beach Street Crossing of SH 170) Temporarily Revised April 24, 2020 due to COVIDI 9 Emergency City Project No. 100261 0021 13 INSTRUCTIONS TO BIDDERS Page 6 of 10 6,1. All questions about the meaning or intent of the Bidding Documents are to be directed to City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Address questions to: City of fort Worth 200 Texas Street Fort Worth, TX 76102 Attn: Scott Taylor P.E., Water Department Fax: 817-392-8195 Email: Seott.Taylor@fortwoithtexas.gov Phone: (682)-263-4318 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3.Addenda or clarifications may be posted via the City's electronic document management and collaboration system at hops://does.b360.autodesk.com/projects/Occ5507e-6da3-4320-93 c0- 9a 1814feb88f/folders/urn:adsk.wipprod:fs.folder:co.fChfleRxTVKL2EKTsxxJoO/detail 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and wiII not be binding or legally effective. 7. Bid. Security 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting the requirements of Paragraphs 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 10 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 forfeiture 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. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT (Beach Street Crossing of SH 170) Temporarily Revised April 24, 2020 due to COVID19 Emergency City Project No. 100261 0021 13 INSTRUCTIONS TO BIDDERS Page 7 of 10 S. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 01 25 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 12-2011 (as amended), the City has goals for the participation of minority business and/or small 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 MBE and SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or Good Faith Effort Form with documentation and/or 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 render the bid as non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from the City. 12.2. All blanks on the Bid Form must be completed 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 the case of optional alternatives, the words "No Bid," "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. CITY OF FORT WORTH NSI130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT (Beach Street Crossing of SH 170) Temporarily Revised April 24, 2020 due to COVIDI9 Emergency City Project No. 100261 0021 13 INSTRUCTIONS TO BIDDERS Page 8 of 10 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted 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. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT (Beach Street Crossing of SH 170) Temporarily Revised April 24, 2020 due to COVIDI 9 Emergency City Project No. 100261 0021 13 INSTRUCTIONS TO BIDDERS Page 9 of 10 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 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. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT (Beach Street Crossing of SH 170) Temporarily Revised April 24, 2020 due to COVIDI9 Emergency City Project No. 100261 002E 13 INSTRUCTIONS TO BIDDERS Page 10 of 10 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5, if the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the 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 httys://www.ethics.state.tx.us/data/forms/1295/1295.ndf 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement 18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required number of counterparts 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 fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT (Beach Street Crossing of SH 170) Temporarily Revised April 24, 2020 due to COVID19 Emergency City Project No. 100261 0032IS-0 CONSTRUCTION PROGRESS SCHEDULE SECTION 00 32 15 CONSTRUCTION PROJECT SCHEDULE PART1- GENERAL 1.1 SUMMARY Page 1 of 10 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 Port 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 OP PORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD SPECIFICATION (Beach Street Crossing of SH 170) Revised JULY 20, 2018 City Project No. 100261 003215-0 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. 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: SmaIl 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: SmaIl 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 NSII 30-Inch water Transmission, Part 2 STANDARD SPECIFICATION (Beach Street Crossing of SH 170) Revised JULY 20, 2018 City Project No. 100261 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. 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 NSII 30-Inch Water Transmission, Part 2 STANDARD SPECIFICATION (Beach Street Crossing of SH 170) Revised JULY 20, 2018 City Project No. 100261 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. o 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 (Iater) • 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 NSI130-Inch Water Transmission, Part 2 STANDARD SPECIFICATION (Beach Street Crossing of SH 170) Revised 7ULY 20, 2018 City Project No. 100261 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. Contractor is required to utilize the City's W BS structure and respective project type template for "Construction" as shown in Section 1.4.14 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. 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 NSII 30-Inch Water Transmission, Part 2 STANDARD SPF.CIFICA'rION (Beach Street Crossing of SH 170) Revised DULY 20, 2018 City Project No. 100261 003215-0 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 XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure 1. 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 NSn 30-Inch Water Transmission, Part 2 STANDARD SPECIFICATION (Beach Street Crossing of SH 170) Revised JULY 20, 2018 City Project No. 100261 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 43 (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 aligninent 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. Schedule Format The Contractor will submit each schedule in two electronic forms, one in native file format (.xer, .xml, .mpx) and the second in apdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in .xls or .xlsx format in compliance with the sample layout (See Specification 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 workdays of the Notice ofA ward. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD SPECIFICATION (Beach Street Crossing of SH 170) Revised JULY 20, 2018 City Project No. 100261 003215-0 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 5 workdays, following the submittal process noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date • Baseline Finish Date • % Complete •. Float • Activity Logic (dependencies) • Critical Path • Activities added or deleted • Expected Baseline Finish date • Variance to the Baseline Finish Date 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 NSII 30-Inch Water Transmission, Part 2 STANDARD SPECIFICATION (Beach Street Crossing of SH 170) Revised JULY 20, 2018 City Project No. 100261 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 s 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. o 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. 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 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 NSII 30-Inch Water Transmission, Part 2 STANDARD SPECIFICATION (Beach Street Crossing of SH 170) Revised JULY 20, 2018 City Project No. 100261 0032I5-0 CONSTRUCTION PROGRESS SCHEDULE Page I0 of 10 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD SPECIFICATION (Beach Street Crossing of SH 170) Revised JULY 20, 2018 City Project No. 100261 003513-1 CONFLICT OF INTEREST AFFIDAVIT Page 1 of I SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent to a City of Fort Worth procurement is required to complete a Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's Office pursuant to state law, If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant City Managers, or an agent of the City who exercises discretion in the planning, recommending, selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then a Local Government Officer Conflicts Disclosure Statement (CIS) may be required. The referenced forms may be downloaded from the links provided below. hUs,//www.ethics.state.tx.us/data/forins`/conflict/CIQ.p-df hit s://www.ethies.state.tx.us/data/forms/conflipt/ClS.pdf CIQ Form is on file with City Secretary 0 CIQ Form is being provided to the City Secretary 0 CIS Form does not apply MZCIS Form is on File with City Secretary 0 CIS Form is being provided to the City Secretary BIDDER: e- r r By: Company 41. [� � �(1 f Sigr —4Address City/State/Z' END OF SECTION CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised August 21, 2018 City Project No. 100261 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: Northside II 30-Inch Water Transmission, Part 2 (Beach Street Crossing of SH 170) City Project No.: 100261 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 bone -fits 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. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. NSII 30-Inch Water Transmission, Part 2 CITY OF FORT WORTH (Beach Street Crossing of SH 170) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100261 Form Revised March 9, 2020 0041 00 BID FORM Page 2 of 3 3. Prequallfication The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Transmission, Urban/Renewal, 42-inches and Smaller b. Concrete Pavement Construction/Reconstruction (Loss than 15,000 square yards) c. Augur Boring - 24" diameter casing and greater 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 200 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {andlor achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Statement, Section 00 35 13 *If necessary, C[Q or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. NSII 30-Inch Water Transmission, Part 2 CITY OF FORT WORTH (Beach Street Crossing of SH 170) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100261 Form Revised March 9, 2020 7. Bid Submittal This Bid is submitted on 00 41 00 BID FORM Page 3 of 3 by the entity named below. Receipt is acknowledged of the Initial following Addenda: _ 'I No. 3: t : Company: ! .' �� , Corporate Sea[: Address: State of Incorporation: (/d Email: Phone: !,+`v✓7�t�"�� END OF SECTION NSII 30-Inch water Transmission, Part 2 CITY OF FORT WORTH (Beach Street Crossing of SH 170) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100261 Form Revised March 9, 2020 SECTION 00 42 43 PROPOSAL FORM 00 42 43 BID PROPOSAL Page 1R of I Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No Description Specification Section Fin. Unit of Measure Bid Quantity Unit Price Bid Value 1 30" DIP Restrained Joint Water Pipe (Pressure Class 150) Installed In Trench 33 11 00 LF 357 04 3��' `L!1 2 30" DIP Restrained Joint Water Carrier Pipe (Pressure Class 150) Installed in Casing Pipe 33 05 24 LF 556 y3 0, 00 60, o0 3 Ductile Iron Water Fittings wl Restraint 3311 11 LS 1 .6-01060.00 fJf74. oa 4 Cathodic Protection System Design for Ductile Iron Pipe 330412 LS 1 MOW, � r 5 Cathodic Protection System Installation 330412 LS 1 Z7, 610, nib 7i% 46 6 54" Steel Casing by Other Than Open Cut 33 05 22 LF 541 Z Q ,00 f o0 7 Connection to Existing 36" Water Main 33 12 25 LS 1 00 Q too 8 Connection to Existing 30" Water Main 33 12 25 LS 1 i d , °4 00, 0u 9 30" Butterfly Valve wl Vault 33 12 21 EA 2 oo wo. oo 10 Tunnel Blow Off Valve/Combination Air Valve Assembly 33 12 30 EA 2.57 r M7, as 11 8" Slow Off Valve Assembly w1 Vault 33 12 60 EA 1 tl° Gt�J, °O 12 Abandonment of Water Line by Cut and installation of Abandonment Plug��r 0P 41 14 EA 4 00 do 13 Water Line Abandonment b Grouting02 41 14 CY 120 00 14 Water Valve Removal and Salvage 02 41 14 EA 1 , o d Do 15 Construction Staking 01 7123 LS 1 Zf/ 00 O Xv. q0 16 Construction Survey (As -built red line survey) 01 71 23 LS 1 0'00 3 00 17 Util€ty Markers 33 05 26 LS 1 °d 00 18 Exploratory Excavation of Existing Utilities 33 05 30 EA 3 ex. °n 19 Trench Safety 33 05 10 LF 337 70,00 3 i ao 20 Post -CCTV Inspection 3301 31 LF 972 .500 21 SWPPP > 1 Acre 31 25 00 LS 1 6 a &Voo O uo 22 Traffic Control 34 71 13 LS 1 NZ, o0 23 244 Seeding, Hydromulch Vertical Ductile Iron Pipe 32 92 13 33 11 10 SY LF 1004 53 �a, ut7 Q, 00 ava coo o0 25 Permanent Trench Repair with CLSM Backfill 32 01 17 LF 20 do (), 26 Concrete Paving Repair with CLSM Backfill 32 01 29 Sy 80 3:5 em 0 84V,00 27 Message and Arrow Boards 34 71 13 Weeks 3 , ets ee 28 Construction Contingency Allowance to Cover Costs of Improvements not Previously Itemized. All work to be completed under this item must be pre -approved by the Owner via an allowance form.. 00 73 00 LS 1 $70,000.00 10� 067000 _ Bid Summary Northside 11 Beach Street crossing of SH 170 Total BEd �30, ek7 NOTE: All bid items shalt comply with the latest provisions of Buy America as listed at 23 CFR 635.410. END Of SECTION CITY OF FORT WORTH NSI 130-inch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (BcachSlrcetGYussing"f5H 170) Forth Revised 20120120 City Pmjed No. I00261 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: 00 43 13 RID BOND Page 1 of Thatwe, e Wow -Line Construction, Inc. , known as "Bidder" herein and Great American Insurance Company of New York a corporate surety duly authorized to do business in the State of Texas, known as "Surety" herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum of five percent (5%) of Bidder's maximum bid price, in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents, WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as Northside II 30-Inch Water Transmission, Part 2 (Beach Street Crossing of SH 170) 100261 NOW, THEREFORE, the condition of this obligation is such that if the City shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the City in accordance with the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bid amount. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 13th day of July 2020, ATTES Witness as to Principal PRINCIPAL: Flow —Line C-onstrrmction, Inc. BY: Eduardo M. Vrnandez, Presi Name anti Title CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Reach Street Crossing of SH 170) Four ReMsed 20171109 City Project No. 100261 t 004313 BID BOND Page 2of2 Address: P.O. Box 600881 Dallas. TX a53FU SURETY: Great American Insurance 13Y: � T Signatu Stacey Healy, Attorney--in_--Fact Name and Title Address: 301 E 4th Street Cincinnati, OH 45202 Witness as to Surety Telephone Number: (513) 369-5000 Attach Power of Attorney (Surety) for Attorney -in -Fact *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. EtND OF SECTION CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SIT 170) Form Revised 20171109 City Project No. 1002611 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of are not required to underbid resident bidders. , our principal place of business, B. The principal place of business of our company or our parent company or majority owner is in the State of Texas.I BIDDER: 1 � , Company Name Here!'C �n(( �'9/I��i , 8y: Printed Name Address Here !' 0 &,k, Address Here or Space &dJ.S, rX r� � City, State Zip Code Here FWIZi]_43*14011�1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Title: Title Date: 61—cle z - NSII30-Inch Water Transmission, Part (Beach Street Crossing of SH 170) City Project No. 100261 004511-1 BIDDERS PREQUALIFICATIONS Page 1 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 prequalifcation 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 31 st 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/tmpermit/ 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 NS1130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SII 170) Revised July 1, 2011 City Project No. 100261 00 45 11 - 2 BIDDERS PREQUALIFICATIONS Page 2 of 3 (2) To be satisfactory, the financial statements must be audited or reviewed by an independent, certified public accounting firm registered and in good standing in any state. Current Texas statues also require that accounting firms performing audits or reviews on business entities within the State of Texas be properly licensed or registered with the Texas State Board of Public Accountancy. (3) The accounting firm should state in the audit report or review whether the contractor is an individual, corporation, or limited liability company. (4) Financial Statements must be presented in U.S. dollars at the current rate of exchange of the Balance Sheet date. (5) The City will not recognize any certified public accountant as independent who is not, in fact, independent. (6) The accountant's opinion on the financial statements of the contracting company should state that the audit or review has been conducted in accordance with auditing standards generally accepted in the United States of America. This must be stated in the accounting fiirm'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 Iast 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 anew financial statement is being prepared, the previous statement shall be updated with proper verification. b. Bidder Prequalification Application. A Bidder Prequalification Application must be submitted along with audited or reviewed financial statements by firms wishing to be eligible to bid on all classes of construction and maintenance projects. Incomplete Applications will be rejected. (1) In those schedules where there is nothing to report, the notation of "None" or "NIA" should be inserted. (2) A minimum of five (5) references of related work must be provided. (3) Submission of an equipment schedule which indicates equipment under the control of the Contractor and which is related to the type of work for which the Contactor is seeking prequalification. The schedule must include the manufacturer, model and general common description of each piece of equipment. Abbreviations or means of describing equipment other than provided above will not be accepted. 3. Eligibility to Bid a. The City shaII 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July I, 2011 City Project No. 100261 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 CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 004512-1 PREQUALIFICATION STATEMENT Page I of 1 SECTION 00 4512 PREQUALIIiICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water Transmission, Urban/Renewal, 30-inches and Smaller Concrete Pavement U. Construction/Reconstruction (Less than 15,000 square yards) Auger Boring — 54-inch Diameter Casing and Greater The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Company /0.AarG�� Address City/State/Zip Signat Title: —10 Mao ,� r (Please Print) Date: e Uol`� END OF SECTION CITY OF FORT WORTH NSH 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 FoKr WoRn SECTIrON 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box City Mark only one: Individual Limited Partnership General Partnership Corporation LlLimited Liability Company State Zip Code Street Address (required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 200 TEXAS STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: `BIDDER PREQUALIFICATION APPLICATION" 00 45 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 prequalif ed. 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-lnches — 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, 1 S-inches and smaller CCTV, 24-inches and smaller CCTV, 42-inches and smaller CCTV, 48-inches and smaller CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SII 170) Revised March 9, 2020 City Project No. 100261 00 45 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 NS1I 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 9, 2020 City Project No. 100261 00 45 13 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT I NAME AND DETAILED ADDRESS OF OWNER How many years has your organization been in business as a general contractor under your present name? List previous business had: How many years of experience in construction work has your organization (a) As a General Contractor: (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CONTRACT AMOUNT CLASS OF WORK DATE COMPLETED LOCATION CITY -COUNTY- STATE NAME AND DETAILED ADDRESS OF OFFICIAL TO 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 If so, state the name of the individual, name of owner and CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 9, 2020 City Project No. 100261 00 45 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 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 I DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? NAME PRESENT POSITION OR OFFICE YEARS OF EXPERIENCE MAGNITUDE AND TYPE OF WORK IN WHAT 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 9, 2020 City Project No. 100261 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: Date of Incorporation Charter/File No. President Vice Presidents If a partnership: State of Organization Date of organization Is partnership general, limited, or registered limited liability partnership? File No. (if Limited Partnership) General Partners/Officers Secretary Treasurer Limited Partners (if applicable) LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) Individuals authorized to sign for Partnership Except for limited partners, the individuals listed 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 grants this authority. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 9, 2020 City Project No. 100261 14. Equipment 0045 13 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 TOTAL ITEM QUANTITY ITEM DESCRIPTION BALANCE SHEET 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 9.2020 City Project No. 10026I 0045 13 BIDDER PREQUAL.IFICATION 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 party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. , being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 9, 2020 City Project No. 100261 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKERS COMPENSATION LAW Page I of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 100261 Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: 6�- 4 a r d C By: Company q i ea �Uf Sign Address hjlltyf (� Titl City/State/ ip THE STATE OF TEXAS COUNTY OF TARRANT (Please Print) BEIVOR134 ME; t e tersign.e authority, on this day personally appeared /7 fL known to me to be the person whose name is subscribed to the fore�p ing i strum t, a d ac owled ed to me that he/she executed the same as the act and deed of /GC1- %]� Sfil (? i C. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN LrNDER MY HAND AND SEAL OF OFFICE this day of 20Z. Notary Public in and for the State of Texas END OF SECTION ,��`tvpr/i• FRANCIS.CO JOSE BRUNET 4:�g°r y 91e Notary Public. State of Texas Comm. Expires 03.21-2022 Notary ID 131498404 CITY OF FORT WORTH NSH 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 00 45 40 - 1 Minority Business Enterprise Specifications Page I oft SECTION 00 45 40 2 TEMPORARY REVISION 4/6/2020 (COVID-1 3 Minority Business Enterprise Specifications 4 APPLICATION_ OFPOL_ ICY 5 If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is 6 applicable. 8 9 POLICY STTEME 10 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 11 Business Enterprises (MBE) 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 M E PRQJ%CT_GOALS 15 The City's MBE goal on this project is 10% of the total bid value of the 16 contract (Base bid applies to Parks and Community Services). 17 18 Note: If both MBE gl(SBE subcontracting goals are established for this project, then an Offeror 19 must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. 20 21 COMPLIANCE TO BID SPECIFICAMON6 22 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 23 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 24 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 25 2. Meet or exceed the above stated MBE goal through. MBE Joint Venture participation, or 26 3. Good Faith Effort documentation, or; 27 4. Prime Waiver documentation. 28 29 SUBMITTAL OF REQUIRED DOCUMENTATION 30 The applicable documents must be received by the assigned City of Fort Worth Project Manager or 31 Department Designee, within the following times allocated, in order for the entire bid to be considered 32 responsive to the specifications. The Offeror shall EMAIL the MBE documentation to the assigned City 33 of fort Worth Project Manager or Department Designee. A faxed copy will not be accented. 34 35 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization. Form, if day after the bid opening date, exclusive of the bid opening participation is less than statedgoal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if no day after the bid opening date, exclusive of the bid opening MBE participation: date. d. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contractin su lier work: date. CITY OF FORT WORTH NS1I 30-Inch Water Transmission, Part.2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Temporarily Revised April 6, 2020 due to COVID 19 Emergency City Project No. 100261 2 4 004540-2 Minority Business Enterprise Specifications Page 2 of 2 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE 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 DISQUALIFICAITON PERIOD OF THREE YEARS. 7 Any Questions, Please Contact The BDE Office at (817) 392-2674. 8 END OF SECTION 10 II CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Temporarily Revised April 6, 2020 due to COV1D 19 Emergency City Project No. 100261 00 52,13 - 1 Agreement Page I or SECTION 00 52 43 A G REE MENT THIS AGREEMENT, authorized on 09/22/20 is wade by and between the City of Forth Worth, a Texas hone rule municipality, acting by and through its duly authorized City Manager, ("City"), and Flow -Line Construction Inc., authorized to do htrsineSs in Texas, acting; by and through its duly authorized representative, ("Contractor"). City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follo1vs: Article L WORD Contractor shall complete all Wort: 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: Northside II 30-Incli Water Trapsrnissian Part 2 City Project No. 100261 Article 3. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount, in current funds, of Two Million Nine -Er ht Thousand l+our Hundred Thir Dollars ($2,098,430.00). Article 4. CONTRACT TIME 4.1 Final Acceptance. The Work will be complete for Final Acceptance within 200 days after Clio (late when the Contract Time commences to run, as provided in Paragraph 2.03 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 tfnre is of'the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City will suffer financial loss if tile Work is not completed within the time(s) specified in Paragraph 4.4 above. The Contractor also recognizes the delays, expense and difficulties involved in braving in a Iegal proceeding, the actual Ioss 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 Tfvo Thousand Dollars ($2,000.00) for each day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTHiNorthsidc 1130-1101 Water Transmission, Part STANDARD CONSTRUCTION S11MIaCATION DOCU1ulEN'I'S City Project No, 100261 Revised 0910612019 005243-2 Agrccnimit Page 2 of 5 Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS; A. The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: 1. This Agreement. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalification Statement 4) State and Federal documents U)roject specifrc) b. Current Prevailing Wale Rate Table G. Insurance ACORD Form(s) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds lv. Worker's Compensation Affidavit i. MBE. and/or SBE Utilization Form 3. General Conditions, 4. Stipplelrtentady Conditions. S. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMN01CATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from avid against any and all claims arising out of, or alleged to arise out of, tale world and services to be perforined by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification Provision is snecificallY intended to operate avid be effective even if it is alleacd or n►'oven that all or some of the damages being sou ht were caused, in whole orill part, b an act omission or v►e li ence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the cite in defending against such claims and causes of actions. CrrY Or SORT WORTH Nordiside II 30-Inch Walcr Tr nsmission. Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUNICIATS City Project No, 100201 Revised 09/06/2019 0052,13-3 Agnentenl Page 3 of 5 6.2 Contractor covenants and agrees to indemnify and hold l armless, at its own expense, file 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 contz'actor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all oz- sonic of the damages befit " sou llt Ivere caused ill Whole ol. ill part by any act, omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 Successors and Assigns. City and Contractor each binds itself, its parincrs, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents, 7A Severability. Any provision or Dart 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. 7.5 Gove1'nitig Lavv and Ventte. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Prohibition On Contracts With Companies Boycotting Israel. Contractor acknowledges that in accordance with Chapter 2270 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. CITY Or FORT WORTH Northsido li 30-Licit Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMCNI:S City Project No. 100261 Revised 09/0W019 00 52 43 - 4 Agreement Page 4 of 5 Tile 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, Contrue-for cerfrfies that Contractor's signature provides wriften uerifrcafiorr to the City that Contractor: (1) does not boycott Israel; and (2) ►mill Trot bol;coft Israel rluring the terra of the contract. 7.8 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of all I-9 forms and supporting eligibility documentation for each employee who performs Work under this Agreement. Contractor shall adhere to ail Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Contractor employee who is not legally eligible to perform such services. CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DICE 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. T9 No Third -Party Beneficiaries. This Agreement gives no rights or benefits to anyone other than the City and the Contractor and there are no third -party beneficiaries. 7.10 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their sureties, shall maintain no direct action against the Engineer, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on -site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not relieve the construction contractors or ally 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. SIGNATURE PAGE TO FOLLOW CITY OF FORT WORTH Northside If 30•Inch Water Taansmission, PArt 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100261 Revised 09/06/2019 0052,13-5 Agreement Page 5 ar5 IN WITNESS WIIEREOI<, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). contractor: &d4l Title Ig /V "Izz Ad Tess _ //,,; a- 6 g City/ Late Zip /,,;/"/,wo Date City of Fort Worth C Duna Burglidoff Assistant City Manager Oct 23, 2020 Date �.� ti ttZ-a- .��. y C/ty Secretary (Seal) IVl&C: 20-0706 Date: 09/22/20 Form 1295 No.: 2020-656652 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting t'equirem e Scottfay—for. 1).1,. Project Manager Approved as to Form and Legality: ;M- I t22,20016:03= Douglas W. Black Assistant City Attorney APPROVAL RECOMMENDED: OFFUC[AP, RECORD - MY SECRETARY Chris Ilatder, P.1✓., Director �1't+� Water Department L—f CITY OF FORT WORTH Northsido 11 30-Inch Wnter`[Ymssmission, Par[ 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Prajeu No. 100261 Revised 09/0612019 CA3474114 0061 13- 1 PERFORMANCE BOND Page 1 of 2 SECTION 00 6113 PERFORMANCE BOND THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT That we, Flow -Line Construction, Inc. _ _ , known as "Principal" herein and Great American Insurance Company of New York , a corporate surcty(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal Sum Of, rwo Million Ninety -Eight Thousand Four Hundred Thirty and no cents Dollars ($_2,098,430.00 ), lawful money of the United States, to be paid in Port Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the City awarded the 22 day of September , 20 20 , which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated as NS1130-Inch Beach Street Crossing of SH 170, City Project No. 100261 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division, CITY OF FORT WORTH NSI130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Ptoject No. 100261 CA3474114 0061 I3 - 2 PERFORMANCE BOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 5 day of October , 2020 . Witnei's&VSkety PRINCIPAL: Flow -Line Construction, Inc. Name and Title Address: PO Box 600881 Dallas TX 75360 SURETY: Great American Insurance Company of New York _W :71� i . tuw, re Stacey Healy, Attorney In Fact Name and Title Address: 301 E 4th Street Cincinnati, OH 45202 Telephone Number: (513) 369-5000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. if Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SI3 170) Revised July 1, 2011 City Project No. 100261 CA3474114 006114-1 PAYMENT BOND Page 1 of2 SECTION 00 6114 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Flow -Line Construction, Inc. known as "Principal" herein, and Great American Insurance Company of New York . a corporate surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the penal sum of Two Million Ninety -Eight Thousand Four Hundred Thirty and no cents Dollars {$ 2,098,430.00 ), lawful honey of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these m f#owtme WHEREAS, Principal has entered i to a certain written Contract with City, awarded the 22 day of September 29 , which Contract is hereby referred to and made a part hereof for all purposes as if full set forth herein, to furnish all materials, equipment, labor and other accessories as defined byaw, in the prosecution of the Work as provided for in said Contract and designated as NSII 30-In.ch Beach Street Crossing of SH 170, City Project No. 100261. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 006114-2 PAYMENT BOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 5 day of October , 2020 ATTEST: (Surety) Secretary i PRINCIPAL: Flow -Line Constructs Narne and Title Address: PO Box 600881 Dallas, TX 75360 SURETY: Great American insurance Company of New York John M. Huff Name and Title Address: 301 E 4th Street Cincinnati, 014.45202 Telephone Number. (513) 369-5000 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both roust be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH NSII 30-Inch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of S1-1 170) Revised My 1, 2011 City Project No. 100261 CA3474114 0061 19 - 1 MAINTENANCE BOND Page I of 3 SECTION 00 6119 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we Flow -Line Construction,lnc. , known as "Principal" herein and Great American Insurance Company of New York _ _, a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the sum ofrwo Million Nine -Eight Thousand Four Hundred Thirty & no centDollars ($ 2,098,430.00 }, lawful money of the United States, to be paid in Fort Worth, Need from ow Ine for paymett of which sum well and truly be made unto the City and its successors, we bind ourselves, our I ieirs, executors, administrators, successors and assigns, jointly and severally, firmly by these prese its. WHEREAS, the Principal has entered into a certain written contract with the City awarded the 22 day of September , 2020- -, which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for in said contract and designated as NSII 30-Inch Beach Street Crossing of SH-170, City Project No. 100261; and WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the City of the need therefor at any time within the Maintenance Period. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 CA3474114 0061 19 - 2 MAINTENANCE BOND Page 2 of 3 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 CA3474114 0061 19-3 MAINTENANCE, BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 5 day of October , 20 20 ATTEST: Secretary Witness as to ATTEST: (Surety) Secretary WftncssAfs t e9t ty PRINCIPAL - Flow -Line Construction, Inc. Eduardo M1Hernandez, President Name and Title Address: PO Box 600881 Dallas, TX 75360 SURETY: Great American Insurance Company of Near York N1&Wri.1=1rr,:• Stacey Healy, Attorney In Fact Name and Title Address: 301 E 4th Street Cincinnati, OH 45202 Telephone Number: (513) 369-5000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CPI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NSII 30-Inch Water Transmission, Part 2 (Beach Street Crossing of SH 170) City Project No. 100261 GREAT AMERICAN INSURANCE COMPANY OF NEW YORK Now York Administrative Office: 301 E 4TH STREET o CINCINNATI, OHIO 45202 a 613-369-5000 o FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than THREE No. 0 21418 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY OF NEW YORK, a corporation organized and existing under and by virtue of the laws of the State of New York, does hereby nominate, constitute and appoint the person or persons named below its true and lawful attorney -in -fact, for it and in its name, place and stead to execute on behalf of the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof; provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power JOHN M. HUFF ALL OF ALL KIRK D. DREYER DALLAS, TEXAS $100,000,000 STACEY HEALY This Power of Attorney revokes all previous powers issued on behalf of the attorney(s)-in-fact named above. IN WITNESS WHEREOF, the GREAT AMERICAN INSURANCE COMPANY OF NEW YORK has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 18TH day of MARCH 2020 Attest GREAT AMERICAN INSURANCE COMPANY OF NEW YORK a_ _ ii S E A �. a' A4, _ Or , Assistant Secretary Divisional Senior lice President MARK VICARIO (877-377-2405) STATE OF OHIO, COUNTY OF HAMILTON-ss: On this 18TH day of MARCH P 2020 , before me personally appeared MARK VICARIO, to me known, being duly sworn, deposes and says that he resides in Cincinnati, Ohio, that he is a Divisional Senior Vice President of the Bond Division of Great American Insurance Company of New York, the Company described in and which executed the above instrument; that he knows the seal; that it was so affixed by authority of his office under the By -Laws of said Company, and that he signed his name thereto by like authority. SUSAN A KOHORST _ . Notary Public State of Ohio My Comm. moires may 1 a, 2025 This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company of New York by unanimous written consent dated May 14, 2009. RESOLVED: That the Divisional President, the several Divisional Senior Vice Presidents, Divisional Vice Presidents and Divisional Assistant Vice Presidents, or any one of them, be and hereby is authorized, from time to time, to appoint one or more Attorneys -in -Fact to execute on behalf of the Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof, to prescribe their respective duties and the respective limits of their authority, and to revoke any such appointment at any time. RESOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond, undertaking, contract of suretyship, or other written obligation in the nature thereof, such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION I, STEPHEN C. BERAHA, Assistant Secretary of Great American Insurance Company of Now York, do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of May 14, 2009 have not been revoked and are now in full force and effect. �✓ Signed and sealed this `f; "ve play of .10 /f JSORi: xl.' SEAL =' •� Assistant Secretary S1 MN (03/20) Great American Insurance Company of New York GREAT�ERjcgjv Great American Alliance Insurance Company INSURANCE GROUP Great American Insurance Company IMPORTANT NOTICE: To obtain information or make a complaint: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9091 FAX: 1-512-490-1007 Your notice of claim against the attached bond may be given to the surety company that issued the bond by sending it by certified or registered mail to the following address: Mailing Address: Great American Insurance Company P.O. Box 2119 Cincinnati, Ohio 45202 Physical Address: Great American Insurance Company 301 E. Fourth Street Cincinnati, Ohio 45202 You may also contact the Great American Insurance Company Claim office by: Fax: 1-888-290-3706 Telephone: 1-513-369-5091 Email: bondclaims@gaic.com PREMIUM OR CLAIM DISPUTES: If you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document. F.9667A (10/16) GREAT AMERICAN iNSURANCE COMPANY OF NEW YORK New York Administrative Office: 301 E 4TH STREET m CINCINNATI, OHIO 45202 0 513-369-5000 m FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than THREE No. 0 21418 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the GREATAMERICAN INSURANCE COMPANY OF NEW YORK, a corporation organized and existing under and by virtue of the laws of the State of New York, does hereby nominate, constitute and appoint the person or persons named below its true and lawful attorney -in -fact, for it and in its name, place and stead to execute on behalf of the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof; provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power JOHN M. HUFF ALL OF ALL KIRK D. DREYER DALLAS. TEXAS $100,000,000 STACEY HEALY This Power of Attorney revokes all previous powers Issued on behalf of the attorneys) -in -fact named above. IN WITNESS WHEREOF, the GREATAMERICAN INSURANCE COMPANY OF NEW YORK has caused these presents to be signed and attested by its appropriate officers and Its corporate seal hereunto affixed this 1 sTH day of MARCH P 2020 Attest GREAT AMERICAN INSURANCE COMPANY OF NEW YORK SEAL V Assistart Secrera,y STATE OF OHIO, COUNTY OF HAMiLTON-ss: klo� A///� Dirisiorrol Selefar Fice President MARK VICARIO (871-371.2405) On this 18TH day of MARCH , 2020 , before me personally appeared MART( ViCARIO, to me known, being duly sworn, deposes and says that he resides in Cincinnati, Ohio, that he is a Divisional Senior Vice President of the Bond Division of Great American insurance Company of New York, the Company described in and which executed the above instrument; that he knows the seal; that it was so affixed by authority of his office under the By -Laws of said Company, and that he signed his name thereto by like authority. SUSAN A 1,OHO11T _ Notary Public n State of Ohio a= My Comm. Expires May 18, 2025 This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company of New York by unanimous written consent dated May 14, 2009. RESOLVED. That the Divisional President; the several Divisional Senior Vice Presidents, Divisional Vice Presidents and Divisional Assistant Vice Presidents, or any one of them, be and hereby is authorized, from time to time, to appoint one or more Attorneys -in -Fact to execute on behalf of the Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof,- to prescribe their respective duties and the respective limits of their authority; and to revoke any such appointment at any time. - RESOLVED FURTHER. That the Company seat and the signature of any of the aforesaid officers and any Secretary orAssistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond, undertaking, contract of suretyship, or other written obligation in the nature thereof, such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION I, STEPHEN C. BERAHA, Assistant Secretary of Great American Insurance Company of New York, do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of May 14, 2009 have not been revoked and are now in full force and effect. r 1 17 n ,, Signed and sealed this 1 2 day of SEAL ftssrsrm,r Secretary 51185N (03r20) STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maich9,2020 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............................................................................................................................ I I Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities...............................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 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: Maich 9, 2= 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......................................................................................................... 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............................................................................................................... Article 7 - Other Work at the Site...................................................................................................................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article 8 - City's Responsibilities....................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due............................................................................................................................36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals..............................................................................................36 8.07 Limitations on City's Responsibilities.......................................................................................37 8,08 Undisclosed Hazardous Environmental Condition.................................................................... 37 8.09 Compliance with Safety Program...............................................................................................37 Article 9 -- City's Observation Status During Construction........................................................................... 37 9.01 City's Project Manager............................................................................................................37 9.02 Visits to Site....................................................................................................... ............37 9.03 Authorized Variations in Work.................................................................................................. 38 9.04 Rejecting Defective Work.......................................................................................................... 38 9.05 Determinations for Work Perfonned..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March 9, 2020 Article 10 - Changes in the Work; CIaims; Extra Work .................................. ...... 38 ........................................ 10.01 Authorized Changes in the Work................................................................................... .... 38 10.02 Unauthorized Changes in the Work........................................................................... ....... 39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................41 11.01 Cost of the Work......................................................................................................................... 41 11.02 Allowances.................................................................................................................................. 43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays.......................................................................................................................................... 47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects........................................................................................................................ 48 13.02 Access to Work........................................................................................................................... 48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work............................................................................................................. 49 13.06 Correction or Removal of Defective Work................................................................................ 50 13.07 Correction Period........................................................................................................................ 50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work............................................................................................. 51 Article 14 -- Payments to Contractor and Completion.................................................................................... 52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments...................................................................................................................... 52 14.03 Contractor's Warranty of Title................................................................................................... 54 14.04 Partial Utilization........................................................................................................................ 55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release........................................................56 14.09 Waiver of Claims.......................................................................................................... ..... 57 Article 15 - Suspension of Work and Termination........................................................................................ 57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause................................................................................................... 58 15.03 City May Terminate For Convenience....................................................................................... 60 Article 16 - Dispute Resolution............................................................................................... ..........61 16.01 Methods and Procedures............................................................................................................. 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Much 9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder The individual or entity who submits a Bid directly to City. S. 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: Mxch9,2020 0072 00 - I GENERAL CONDITIONS Page 2 of 63 12. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 13. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 14. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 15. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 16, City Manager The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 18. Contract The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 19. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 20. Contract Price The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 21. Contract Time The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 22. Contractor --The individual or entity with whom City has entered into the Agreement. 23. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY Or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2020 007200-I GENERAL. CONDITIONS Page 3 of 63 24. Damage Claims — A demand for money or services arising from the Project or Site from a third parry, 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 Wafter 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 00 72 00 - 1 GENERAL CONDITIONS Page 4 of 63 37. Final Inspection -- Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents, 38. General Requirements —Sections of Division 1 of the Contract Documents. 39. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 40. Hazardous Waste Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 41. Laws and Regulations Any and all applicable Iaws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having Jurisdiction. 42. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 43. Major Item An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 44. Milestone --A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 45. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs Polychlorinated biphenyls. 48. Petroleum Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude ails. 49. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Nbxb9,2020 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 Yalues 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: Mamh9,2020 00 72 00 -- ] 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 Working Hours Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 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 Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Knh 9, 2020 007200-1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 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 (I) 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. CrrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maich9,2020 007200-1 GENERAL CONDITIONS Page S 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: Ma-ch%2020 00 72 00 - I 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: 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 DOCUM,NTS Revision: March9,2020 007200-1 GENERAL CONDITIONS Page 10 of63 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 6.1 S.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: Mamh9,2020 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. 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: Mach 2020 007200-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: L 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 PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mash 9,2020 007200-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if. 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated.• 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mamh9,2020 007200-1 GENERAL CONDITIONS Page 14 of63 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. 1f City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 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 Iost 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: M=119,2020 007200-1 GENERAL CONDITIONS Page 15 of 03 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mmuh%2020 0072.00-1 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 Iicensed 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 Iist 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 scaled 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. l . 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: Mmh9,2020 007200-1 GENERAL CONDITIONS Pap 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. 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 wORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: M=h 9, 2020 007200-1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. It. 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, Iimitations, 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: Mareh9,2020 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 WORTIi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Match9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Revision: Mwh9,2020 007200-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 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. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if. a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2020 00 72 00 - I GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2020 007200-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2020 007200-L 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: CFTY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2020 007200-1 GENERAL. CONDITIONS Page 25 of 63 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 arc 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 SPL•,CIFICATION DOCUMENTS Revision: Mardi 9, 2020 007200-1 GENERAL CONDITIONS Page 26 of 63 D. 4rbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (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: Mamh9,2020 007200-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.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, Iosses, and damages (including but not Iimited 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 007200-I GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.1I 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. http://www.window.state.tx.us/taxinfoltaxforms/93-farms.html 6.12 Use of Site and Other Areas A. .Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTI-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2020 007200-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mamh9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 30 of63 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 other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mamh4,2020 007200-1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted ,Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 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 SPECITICATION DOCUMENTS Revision: M=h4,2020 007204-1 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: I. 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: 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: Mamn 9, 2020 007200-I 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 I—N 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: M=h9,2020 007200-1 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 CAUSED, IN WHOLE OIL 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 6.1 S.C. 6,23 .Fight 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: Mmh9,2020 007200-I 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 I964 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: Maich9,2020 007200-I GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. 1f City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the ,Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise providedin 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: Mamh9,2020 007200-1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is identified in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisim Mmeh9,2020 007200-1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinationsfor Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10,06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CrI`Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2020 00 72 00 - I GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.0 LA, (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: Mwh9,2020 00 72 00 - I 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 Iaer 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: Mach9,2020 007200-I 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 I L01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMSWTS Revision: Mwh9,2020 007200-1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01, 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such Iosses 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 h9,2020 00 72 00 - I 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: Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.0 LC. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Maa;h 9, 2020 007200-I GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if; 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01, If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. C= OF FORT WORM STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mmh9,2020 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%. b. When the quantity of work to be done under any Major Item of the Contract is Iess than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: M=h9,2020 007200-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1, where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.0I.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 12.0I.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, 11.01.A.2, and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (50/o); 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 12.0I.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mwh9,2020 0012 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 11.0LB; 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 (51/o) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WOWfH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Mwh9,2020 007200-1 GENERAL CONDITIONS Page 49 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. ShouId 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 007200-1 GENERAL CONDITIONS Page 49 of63 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. 1.3.05 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: M=h 9,2020 007200_I 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 Iand 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: I . 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 PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: N kuuh9,2020 007200-1 GENERAL CONDITIONS Page 51 of63 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: M=h9,2020 007200-1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 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. 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: M=h9,2020 00 72 00 - 1 GENERAL CONDITIONS Page 53 of63 B. Review of Applications.• 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 perfonmed 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 DOCUNMNTS Revision: Mawh9,2020 007200-I 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: I . 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 WORM 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, subj cot to the following conditions: I. 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. 1f 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. S. 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: Mach9,2020 007200-I GFNDRAL CONDITIONS Page 56 o£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. I4.08 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: Mamh4,2020 007200-I GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERAHNATION 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 - 1 GENERAL CONDITIONS Page 58 of03 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: Contractor's persistent failure to perform the Work in accordance with the Contract. Documents (including, but not Iimited 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 #20020-12-201lestablished 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 Iater than 15 days, after receipt of notice. 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 007200-1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 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. 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. b. 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: Maech9,2020 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 b. 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 PORT WORTH STANDARD CONSTRUCTION SPF'CIFICATION DOCUMENTS Revision: March 9, 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. K In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 -- DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract CIaim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2020 007200-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if. 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the Iast 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: Mawh4,2020 007200-I GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: March9,2020 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 00 73 00 SUPPLEMENTARY CONDITIONS Page l R of 7 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01A 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 Iines 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 June 26, 2020: Outstanding Right -Of -Way, and/or Easements to Be Acquired 3 d PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None TXDOT — ROW Permit 09/01/2020 04265335 AIL Investment LP 09/01/2020 04265327 AIL Investment LP 09/01/2020 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. SC-4.01A.2, "Availability of Lands" CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 9, 2020 City Project No. 100261 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 7 Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of June 26, 2020: EXPECTED UTILITY AND LOCATION OWNER None TARGET DATE OF ADJUSTMENT The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: A Geotechnical Report No. 94205097 dated 4/17/2020, prepared Terracon a sub -consultant of CP&Y, Inc., a consultant of the City, providing additional information on the subsurface exploration findings and geotechnical engineering recommendations concerning earthwork, excavation and dewatering, trench shoring and trenchless construction. The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work 0 None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: 0 None SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: CP&Y, Inc. (3) Other: None SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5,04A. Workers` Compensation, under Paragraph GC-5.04A. Statutory limits Employer's Iiability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease - policy limit SC-5.04B., "Contractor's Insurance" CITY OF PORT WORTH NSQ 30-Inch'Water Transmission, Part 2 STANDARD CONSTIZUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing ofSH 170) Revised March 9, 2020 City Project No. 100261 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 7 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks o None The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Required for this Contract $0 $0 X Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 NSII 30-Inch Water Transmission, Part 2 (Beach Street Crossing of SH 170) City Project No. 100261 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 7 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at - grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. if no grade separation is involved but other work is proposed on a railroad company's right-of- way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: f Davis -Bacon Act WD#TX20200026 A copy of the table is also available by accessing the City's website at: https://apps.fortworthtexas.gov/ProjectResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 General Conditions SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: I. ,Storm Water Pollution Prevention Plan with TCEQ 2. TXDOT Right -of -Way Permit SC-6.09B. "City obtained permits and licenses" CYPY OF FORT WORTH NS1130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 9, 2020 City Project No. 1CO26I 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 7 The following are known permits and/or licenses required by the Contract to be acquired by the City: 1. TXDOT Standard Utility Agreement 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 June 26, 2020: Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "Contractor") agrees as follows: 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin, in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. 4. Information and Reports: The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information and its facilities as may be determined by City or the Texas Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the City, or the Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the Texas Department of Transportation may determine to be appropriate, including, but not limited to: a. withholding of payments to the Contractor under the Contract until the Contractor complies, and/or CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 9, 2020 City Project No. 100261 00 73 00 SUPPLEMENTARY CONDITIONS Page 6 of7 b. canceIlation, termination or suspension of the Contract, in whole or in part. 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontract or procurement as City or the Texas Department of Transportation may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request City to enter into such litigation to protect the interests of City, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States, Additional Title VT requirements can be found in the Appendix. SC-6.25 Federal Highway Administration (FHWA) 23 U.S.0 313 — Buy America; 23 C.F.R 635.410 (100% Domestic Content of Items below) Contractor shall comply with latest provisions of Buy America as listed at 23 CFR 635.410. Contractor shall submit a notarized original of the Form D-9-USA-1 (Department Form. 181.8) with the proper attacbments for verification of compliance. SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority TXDOT Contractor TBD Construction of SH 1.70 Roadway TXDOT SC-8.01, "Communications to Contractor" Contractor to contact all existing utility providers to verify locations and depths of utilities. SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Scott Taylor, or his/her successor pursuant to written notification from the Director of Water SC-13.03C., "Tests and Inspections" a None SC-16.01C.1, "Methods and Procedures" • None END OR SECTION Revision Log CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 9, 2020 City Project No. 100261 00 73 00 SUPPLEMENTARY CONDITIONS Page 7 of 7 DATE NAME SUMMARY OF CHANGE SC-9.01., "City's Project Representative" wording changed to City's Project [12212016 F. Griffin Manager. SC-6.07, Updated the fink such that files can be accessed via the City's 3/9/2020 D.V. Magaha website. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 9, 2020 City Project No. 100261 SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 11 00 -1 SUMMARY OF WORK Page 1 of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division I - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 011100-2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. if the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy filrnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or casements 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. S. 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 Iand 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. 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 01 11 00 - 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 IRevision Log I DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SIB 170) Revised December 20, 2012 City Project No. 100261 SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 012500-1 SUBSTITUTION PROCEDURES Pagel of4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 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 marred to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City, c. for construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. fn 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 NSH 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2041 City Project No. 100261 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 SUNEVIARY OF CHANGE CITY OF FORT WORTH NS1I 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SII 170) Revised July 1, 2011 City Project No. 100261 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: IEel 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 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 Address Date Telephone For Use by City: Approved City Not recommended _Received late By Date Remarks Date Rejected CITY OF FORT WORTH NS1130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 SECTION 013119 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 31 19 - l PRECONSTRUCTION MEETING Page 1 of 3 1. Provisions for the prec.onstruction 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 I . 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised August 17, 2012 City Project No. 10026.1 0I 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 0132 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings f£ Temporary construction facilities gg. M vVBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SFI 170) Revised August 17, 2012 City Project No, 100261 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORMATIONAL 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised August 17, 2012 City Project No. 100261 SECTION 013.120 PROJECT MEETINGS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 31 20 - 1 PROJECT MEETINGS Page 1 of 3 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. ReIated Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRYCE 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 USEDJ 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, maybe held when requested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend I Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees a. Contractor CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Reach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 013120-2 PROJECT MEETINGS Page 2 of 3 b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions in. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request p. Review status of Requests for Information CITY OF FORT WORTH NS1I 30-Inch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing ofSH 170) Revised July 1, 2011 City Project No. 100261 013120-3 PROJECT MEETINGS Page 3 of 3 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 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 t.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 I. 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 NSII 30-Inch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 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 maybe used by the City as well as by the Contractor. 3. FIoat 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 013216-4 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1,.2011 City Project No. 100261 0132 16 - 5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 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. 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 f NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY jNOT 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1,.2011 City Project No. 100261 01 32 33 - 1 PRECONSTRUCTION VIDEO Page 1 of SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: J. 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 SUBMITTALSIINFORMATIONAL 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE DAME SUMMARY OF CHANGE CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 SECTION 0133 00 SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 33 00 - 1 SUBMITTALS Page 1 of 8 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) C. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 01 33 00 - 2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 0 1-9 9 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 %2 inches x 11 inches to 8 r/2 inches x I I 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 NSI130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 013300--3 SUBMITTALS Page 3 of S 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 C. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) I) 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 O13300-4 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. I . 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 Iiable 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 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. I00261 013300-5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) S 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 Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 013300-6 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 013300-7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. QuaIifications 1. If specifically required in other Sections of these Specifications, submit a A.E. Certification for each item required. N. Request for Information (RFI) Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFl) form provided by the City. 3. Numbering of RFI a. Prefix with "RFf" 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 SUBMITTALSIINFORMATIONAL 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 013300-8 SUBMITTALS Page 8 of 8 PART 2 PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USEDI END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE I2/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SI-I 170) Revised December 20, 2012 City Project No. 100261 SECTION 0135 13 SPECIAL PROJECT PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 0135 13- 1 SPECIAL PROJECT PROCEDURES Page 1 of 8 The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 12 25 — Connection to Existing Water Mains 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) Additional Insurance 5) Insurance Certificates 6) Other requirements associated with general coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad from damage arising out of and/or from the construction of the Project. 2. Railroad Flagmen CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 0135 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 a. Measurement 1) Measurement for this Item will be per working day. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for each working day that Railroad Flagmen are present at the Site. The price bid shall include: 1) Coordination for scheduling flagmen 2) Flagmen 3) Other requirements associated with Railroad 3. All other items a. Work associated with these Items is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction Specification 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination with the Texas Department of Transportation 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All work performed in the TxDOT right -of --way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 01 3S 13 - 3 SPECIAL PROJECT PROCEDURES Page 3 of 8 a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Air Pollution Watch Days 1. General a. Observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". b. Typical Ozone Season 1) May 1 through October 31. c. Critical Emission Time 1) 6:00 a.m. to 10:00 a.m. 2. Watch Days a. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. b. Requirements 1) Begin work after 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. 2) However, the Contractor may begin work prior to 10:00 a.m. if - a) Use of motorized equipment is less than 1 hour, or b) If equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG. E. TCEQ Air Permit 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. F. Use of Explosives, Drop Weight, Etc. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 31 13 G. Water Department Coordination CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION) DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 01 35 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of S 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. H. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. 1. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH. 170) Revised December 20, 2012 City Project No. 10026.1 01 35 13-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. J. Coordination with United States Army Corps of Engineers (USACE) At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. K. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were present on Site. L. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. M. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. I00261 013513-6 SPECIAL PROJFCP PROCEDURES Page 6 of8 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 8/31/2012 D. Johnson 1.4.B — Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of S EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS 1S TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT [TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of S EXHIBIT B FORTWORTH DOE KO. 5L9dxx ftowl Raw". 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 CITY OF PORT WORTII NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include; but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another external FTP site approved by the City. CITY OF FORT WORTH NSn 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH I70) Revised March 9, 2020 City Project No. 100261 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 Iack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 9, 2020 City Project No. 100261 of 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Pagel of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: l . 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: 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. Temporary Utilities 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. 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of4 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 Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing o£SH 170) Revised July 1, 2011 City Project No. 100261 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of4 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1..9 QUALITY ASSURANCE [NOT USED] 110 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 NSII 304nch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1,.2011 City Project No. 100261 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 01ss26-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PARTI- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. ReIated Specification Sections include, but are not necessarily limited to: 1. Division 0 --- Bidding; Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. 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 PIans to City Transportation and Public Works Department. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 01 55 26 - 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 webs ite. 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 NS1I 30-Inch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 015526--3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 NSII 30-Inch Water Transmission, Part 2 (Beach Street Crossing of SH 170) City Project No. 100261 015713-1 STORM WATER POLLUTION PREVENTION Page I of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section lncludes: 1. Procedures for Storm Water Pollution Prevention PIans 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 I — 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 I . 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1,2011 City Project No. 100261 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than I acre of disturbance a. Provide erosion and sediment control in accordance with Section. 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at jab site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH NS1130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July I, 2011 City Project No. 100261 015713-3 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 I SUMMARY OF CHANGE CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 SECTION 0158 13 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SUMMARY OI 58 13 - 1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Norms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING ]NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED) 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1,2011 City Project No. 100261 0158 13 _2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 1/4-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Pasts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD lox] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USEDI 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1,2011 City Project No. 100261 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH NSII 30 -Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1. -- General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https-//apps.fortworthtexas.gov/ProjectResources/ and following the directory path; 02 - Construction Documents/Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section 01 33 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 9, 2020 City Project No. 100261 01 60 00 PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTII NSlt 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 9, 2020 City Project No. 100261 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page I 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. DeIivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing ofSH 170) Revised July 1, 2011 City Project No. 100261 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 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. S. 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 016600-3 PRODUCT STORAGE AND HANDLING REQUIRJ3MENTS Page 3 of4 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 loR] 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 NS11 30-inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SII 170) Revised July 1, 2011 City Project No. 100261 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of Revision Log DATE NAME SUMMARY OF CHANGE CITY OF PORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 017000- 1 MOBILIZATION AND REMOBILIZATION Page 1 of4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PARTI- GENERAL 1.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from I location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised November 22, 2016 City Project No. 100261 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the ,Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. 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 per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section I.I.A.2.a.1) 2) Remobilization as described in Section I.I.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised November 22, 2016 City Project No. 100261 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of4 Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents 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 per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.I.A.3.a.1) 2) Demobilization as described in Section I.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents 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 per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section I.1.A.4.a) 2) Demobilization as described in Section I.I.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised November 22, 2016 City Project No. 100261 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of4 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 11122/I G Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SII 170) Revised November 22, 20 lb City Project No. 100261 01 71 23 - 1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION 017123 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes. 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staring" 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 NS11 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing ofSH 170) Revised February 14, 2018 City Project No. 100261 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of S 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the Iump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as -built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survey —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01— Attachment A —Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A. The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 14, 2018 City Project No. 100261 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 staring 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 Iost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey wiII 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 foIIowing: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH I70) Revised February 14, 2013 City Project No. 100261 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line .and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater -- Not Applicable CITY OF FORT WORTH NSII 30-Inch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 14, 2018 City Project No. 100261 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 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 flowlinc 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, casements 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. DigitaI survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) .Revised February 14, 2018 City Project No. 100261 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of S c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 3.1 INSTALLERS A. Tolerances: 1. The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.1ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. c. The accuracy required for the verticat location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept inclose adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.1.A. 2. Vertical locations shall be established from a pre -established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORTH NSI130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 14, 2018 City Project No. 100261 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`d party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log CITY OF FORT WORTH NSII 30-Inch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 14, 20I8 City Project No. 100261 017123-8 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 texC'; 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 NSII 30-Inch Water Transmission, Part 2 (Beach Street Crossing of SH 170) City Project No. 100261 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and. Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised 7uly 1, 2011 City Project No. 100261 01 74 23 - 2 CLEANING Page 2 of 1.11 FIELD [SITEI CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [orz] 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 loR] 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1,2011 City Project No. 100261 017423-3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, Iabels 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 l . 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 017423-4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 0177I9-1 CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION 017719 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 L 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 NSI130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 017719-2 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 01 78 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 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 ail 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 NSH 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 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 [oa] 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 SUNWARY OF CHANGE CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 01 78 23 - 1 OPERATION AND MAINTENANCE DATA Page 1 of 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. Butterfly Valves b. Gate Valves c. Combination Air 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 01 33 00 . All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 %2 inches x I 1 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Reach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of tent pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product byproduct name and other identifying symbols asset forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH NSII 30-Inch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 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 fmal 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. 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) ReguIation, 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 017823-4 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A, Section Includes: 01 78 39 - I PROJECT RECORD DOCUMENTS Page 1 of 4 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 SUBMITTALSIINFORMATIONAL 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 01 78 39 - 2 PROTECT 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 I. 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. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the 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 centerlinc 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 Iocation 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 017839-4 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 lore] 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 NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised July 1, 2011 City Project No. 100261 SECTION 31 41 00 SHORING PART1- GENERAL 1.1 SCOPE OF WORK 31 41 00 - 1 SHORING Page l of 5 A. Work in this section shall consist of furnishing all equipment, materials and labor for a structural safety system meeting appropriate requirements established in the Occupational Safety and Health Administration (OSHA) Safety and Health Regulations, fart 1926, Subpart P - Excavations, Trenching and Shoring, and other applicable regulations. 1.2 RELATED WORK A. Section 0133 00 — Submittal Procedures. B. Section 3100 00 --- Earthwork. C. Section 3123 00 — Excavation and Fill. D. Section 3123 19 - Dewatering. 1.3 SUBMITTALS A. Submit the following in accordance with the requirements of the General Conditions and Division 1 — General Requirements: 1. The Contractor shall retain the services of Professional Engineer, licensed in the State of Texas and having experience in soils and structural engineering, to design and prepare the structural excavation safety systems. The structural excavation safety system design Professional Engineer shall have designed complex systems similar in size in the United States to the one specified for the structures to be constructed in this contract. Such comparable systems shall have been successfully completed without endangering adjoining structures or utilities. The plans shall include shoring systems, systems to protect existing utilities, slope stability monitoring and dewatering. 2. Contractor's structural safety system engineer shall have a minimum of 10 years experience in the design and implementation of system. 3. Submit a plan for all structural excavations of a depth 5 feet or greater, with a bottom width less than twice the total depth of the excavation, where an existing structure or utility falls within a 2 horizontal to I vertical (2:1) slope from the bottom of the excavation, or where conditions dictate a plan be developed based on the structural safety engineer's analysis. Structural safety system plan will be kept in the Owner's Representative's file for reference purposes only. No review will be made nor is any responsibility for the plan assumed by the Owner, or Engineer. 4.. Submit qualification, list of the projects, and references for the Contractor's Structural Safety System design engineer. 5. Submit certified copy of the structural Excavation Safety Engineers' weekly site visit reports. 6. Submit load testing procedure and test results of soil nails/anchors. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised April 2017 City Project No. 100261 314100-2 SHORING Page 2 of s 1.4 REFERENCE STANDARDS A. OSHA Safety and Health Regulations, Part 1926, Subpart P Excavations, Trenching and Shoring. 1.5 QUALITY ASSURANCE A. Engineers responsible for design of trench safety systems, structural excavation plans and existing utility and structure protection systems shall be Professional Engineers Iicensed in the state where the project is located. Such engineers must also demonstrate experience in soil mechanics, structural engineering and design of trench safety systems. 1.6 SYSTEM DESCRIPTIONIDESIGN REQUIREMENTS A. Structural Excavation Plan: The Contractor shall have a structural excavation plan prepared. This excavation plan must illustrate proposed safety and excavation requirements specifically designed for this project and must be designed, signed, dated and sealed by a Professional Engineer licensed in the state where the project is located with professional experience in soil mechanics and design of structural excavation safety systems. The Contractor is responsible for obtaining additional soil borings and soil analysis as required for design. The structural excavation plan is to be designed in conformance with OSHA standards and other applicable regulations. B. A signed, dated and sealed copy of the structural excavation plan shall be maintained at the project site for the Contractor's use during construction. In addition, a signed, dated and sealed copy of the structural excavation plan shall be maintained at the project site in the contractor's records. No work in excavations in excess of five feet deep is to be performed until this plan is prepared and implemented. The Contractor shall not deviate from the structural excavation plan without written authorization from the engineer who prepared the plan. This written authorization shall be signed, dated and sealed by the engineer. Contractor accepts sole responsibility for compliance with all applicable safety requirements. The structural excavation plan does not relieve Contractor from responsibility for any or all construction means, methods, techniques and procedures. Furthermore the Contractor shall indemnify the Owner, the Owner's Representatives, and Engineer from any and all claims due to any property damage or bodily injury (including death) that arises from use or misuse of the structural excavation plan, or from Contractor's negligence in performance of the contract work. 1.7 DELIVERY, HANDLING AND STORAGE (NOT USED) 1.8 MAINTENANCE/SPARE PARTS (NOT USED) 1.9 EXTENDED WARRANTY (NOT USED) 1.10 DEFINITION A. For the purposes of this project, a structural excavation is any excavation exceeding a depth of 5 feet that requires vertical or steep slopes that can not sufficiently ensure the safety of existing structures, utilities or workers. CITY OF FORT WORTH NS1I 30-Inch Water Transmission, fart 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised April 2017 City Project No. 100261 314100-3 SHORING Page 3 of S PART 2 - PRODUCTS 2.1 PROJECT SPECIFIC REQUIREMENTS A. LOAD TESTING l . Any structural safety system, shoring or earth retention system that requires the use of tie- back anchors or soil nails must include verification load testing prior to installation of any anchors or production nails. Proof -testing of production anchors or nails will also be required periodically during construction. 2. Pre -construction verification load tests on individual anchors or nails must be loaded to 200% of the Design Test Load in accordance with acceptable standards and procedures established by the applicable industry. This must include prolonged creep testing at 150% of the Design Test Load. A minimum of four (4) load verification tests shall be performed at locations selected by the Owner's Representative. Pre -construction load tests shall demonstrate that long-term creep will not occur at 150% of the Design Test Load and that the maximum test load exceeds 200% of the Design Test Load. 3. Proof Testing of Production Nails or Anchors will be required on 5% of the production nails/anchors in each row or a minimum of one per row. The test locations shall be designated by the Design Engineer and approved by the Owner's Representative. Proof testing of production nails/anchors must be in accordance with acceptable standards and procedures established by the applicable industry. Proof testing of production nails shall be performed to at least 150% of the Design Test Load. 4. Acceptance or rejection of verification load tests, nails/anchors and production nails/anchors will be in accordance with applicable standards for the industry. 5. All load testing procedures and acceptance or rejection criteria shall be included in the Pre - Construction Submittal with the Retention Plan for review and acceptance by the Owner's Representative. This submittal shall include required grout strength and the proposed grout mix. The submittal shall be submitted for review at least 8 weeks prior to the start of the Transfer Station Building construction. 2.2 FABRICATION (NOT USED) 2.3 CONTROLS (NOT USED) 2.4 FACTORY TESTS (NOT USED) PART 3 - EXECUTION 3.1 GENERAL A. The structural excavation safety system shall be constructed, installed and maintained in accordance with the details shown in the design prepared by the Contractor's licensed Professional Engineer to prevent death or injury to personnel or damage to structures or utilities in or near these structural excavations. Materials excavated to be stored no closer to the edge of the excavation than one-half the depth of the excavation. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised April 2017 City Project No. 100261 314100-4 SHORING Page 4 of 5 3.2 PROTECTION OF FACILITIES A. Before the start of earthwork operations, adequately protect structures, utilities, trees, shrubs and other permanent objects. Costs resulting from damage to permanent facilities due to negligence or lack of adequate protection will be charged to the Contractor. Excavations near existing structures or utilities must be instrumented to verify no impact to the existing facilities. B. Provide surface drainage during the period of construction to protect the work and to avoid nuisance to adjoining property. C. The Contractor shall conduct his operations in such fashion that trucks and other vehicles do not create a dirt nuisance in the streets. The truck beds shall be sufficiently tight, and shall be loaded in such a manner that objectionable materials will not be spilled onto the streets. Any dirt, mud, or other materials that are spilled onto the streets or deposited onto the streets by the tires of vehicles shall be promptly cleared away by the Contractor. 3.3 SUPERVISION A. Contractor shall provide competent supervisory personnel at each structural excavation while work is in progress to ensure Contractor's excavation safety methods, procedures, equipment and materials meet the requirements of OSHA standards and the structural excavation plan. 3.4 INSPECTION A. Contractor shall make daily inspection of structural excavation system to ensure that the system meets OSHA requirements and the requirements of the safety plan. Daily inspection is to be made by qualified personnel. If evidence of possible cave-ins, slides or other conditions of concern is apparent, all work in the excavation shall cease until necessary precautions have been taken to safeguard personnel entering the excavation and protect adjacent structures and utilities. Contractor shall maintain permanent record of daily inspections. The Contractor's Structural Excavation Safety Engineer shall make periodic site visits (at the start of each new excavation and at least once per week for all open excavations). Within two (2) days after each visit, the Contractor's Structural Excavation Safety Engineer shall make a written report to the Owner certifying that the structural excavation plan and safety construction practices are being followed. The Contractor's Structural Excavation Safety Engineer shall immediately report any unsafe construction practices to the Owner and Contractor. 3.5 MAINTENANCE OF SAFETY SYSTEM A. The safety system shall be maintained in the condition as specified by the Contractor's Trench Safety Engineer. The Contractor shall take all necessary precautions to ensure the safety systems are not damaged during their use. If at any time during its use a safety system is damaged, personnel shall be immediately removed from the excavation area and the safety system repaired. The Contractor shall take all necessary precautions to ensure no loads, except those included in the safety system design, are imposed upon the excavation. 3.6 REMOVAL A. Bed and backfill structural excavation to a point at least one foot above the structure prior to removal of any portion of the structural safety system. Bedding and backfill to be in accordance to other applicable specification sections. Backfilling and removal of structural excavation supports shall progress together from bottom of excavation upward. Remove no braces or supports until all personnel have evacuated the excavation. Backfill excavation to within five feet of natural ground prior to removal of entire safety system. CITY OF FORT WORTH NSII 30-Inch Water "Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Heath Street Crossing of SH 170) Revised April 2017 City Project No. 100261 31 41 00 - 5 SHORING Page 5 of 5 END OF SECTION CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised April 20I7 City Project No. 100261 3201 17 - 1 PERMANENT ASPHALT PAVING REPAIR Page 1R of 6 SECTION 32 0117 PERMANENT ASPHALT PAVING REPAIR PART1- GENERAL 1.1 SUMMARY A. Section includes: I . Flexible pavement repair to include, but not limited to: a. Utility cuts (water, sanitary sewer, drainage, franchise utilities, etc.) b. Warranty work c. Repairs of damage caused by Contractor d. Any permanent asphalt pavement repair needed during the course of construction B. Deviations from this City of Fort Worth Standard Specification 3 1. 1.2 A.2 — CLSM backfill of trench excavation shall be included in the price bid 2. 1.2 A.5 — Added section for permanent trench repair through gravel roads C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Norms, and Conditions of the Contract 2. Division I -- General Requirements 3, Section 03 34 16 — Concrete Base Material for Trench Repair 4. Section 32 12 16 — Asphalt Paving 5. Section 32 13 13 — Concrete Paving 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Asphalt Pavement Repair a. Measurement 1) Measurement for this Item will be by the linear foot of Asphalt Pavement Repair based on the defined width and roadway classification specified in the Drawings. 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 price per linear foot of Asphalt Pavement Repair. c. The price bid shall include: 1) Preparing final surfaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches CITY OF FORT WORTH NSI130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 3201 17 - 2 PERMANENT ASPHALT PAVING REPAIR Page 2R of 6 7) Tack coat 8) Removal and/or sweeping excess material 2. Asphalt Pavement Repair for Utility Service Trench a. Measurement 1) Measurement for this Item will be by the linear foot of Asphalt Pavement Repair centered an the proposed sewer service line measured from the face of curb to the limit of the Asphalt Pavement Repair for the main sewer line. 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 price per linear foot of "Asphalt Pavement Repair, Service" installed for: a) Various types of utilities c. The price bid shall include: 3 1) CLSM backfill of trench excavation 2) Preparing final surfaces 3) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 4) Traffic control for aII testing 5) Asphalt, aggregate, and additive 6) Materials and work needed for corrective action 7) Trial batches 8) Tack coat 9) Removal and/or sweeping excess material Asphalt Pavement Repair Beyond Defined Width a. Measurement 1) Measurement for this Item will be by the square yard for asphalt pavement repair beyond pay limits of the defined width of Asphalt Pavement Repair by roadway classification specified in the Drawings. 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 square yard of Asphalt Pavement Repair Beyond Defined Width. c. The price bid shall include: 1) Preparing final surfaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 4. Extra Width Asphalt Pavement Repair a. Measurement 1) Measurement for this Item will be by the square yard for surface repair (does not include base repair) for: a) Various thicknesses CITY OF FORT WORTH NS11 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 3201 17 - 3 PERMANENT ASPHALT PAVING REPAIR Page 3R of 6 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 square yard of Extra Width Asphalt Pavement Repair c. The price bid shall include: 1) Preparing final surfaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 5. Permanent Trench Repair Through Gravel Road 3 a. Measurement 1) Measurement for this Item will be by the linear foot of Permanent Trench Repair Through Gravel Roads based on the Flexbase Surface Trench Detail as shown in the Drawings. 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 price per linear foot of Trench Repair Through Gravel Roads. c. The price bid shall include: 1) CLSM backfll of trench excavation 2) Preparing final surfaces 3) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 4) Aggregate 5) 2:27 Concrete Cap for Pipe Protection 6) Materials and work needed for corrective action 7) Removal and/or sweeping excess material 1.3 REFERENCES A. Definitions 1. H.M.A.C. Hot Mix Asphalt Concrete 1.4 ADMINISTRATIVE REQUIREMENTS A. Permitting 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation and Public Works Department in conformance with current ordinances. 2. The Transportation and Public Works Department will inspect the paving repair after construction. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 10026.1 320117-4 PERMANENT ASPHALT PAVING REPAIR Page 4 R of 6 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Asphalt Pavement Mix Design: submit for approval: see Section 32 12 16. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.11 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.12 FIELD CONDITIONS A. Place mixture when the roadway surface temperature is 45 degrees F or higher and rising unless otherwise approved. 1.13 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER -FURNISHED [NOT USED] 2.2 MATERIALS A. Backfill 1. See Section 33 05 10. B. Base Material 1. Concrete Base Material for Trench Repair: See Section 03 34 16. 2. Concrete Base: See Section 32 13 13. C. Asphalt Paving: see Section 32 12 16, 1. H.M.A.C. paving: Type D. 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 A. Surface Preparation 1. Mark pavement cut for repairs for approval by the City. 2. Contractor and City meet prior to saw cutting to confirm limits of repairs. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 3201 17 - 5 PERMANENT ASPHALT PAVING REPAIR Page SR of 6 3.4 INSTALLATION A. General 1. Equipment a. Use machine intended for cutting pavement. b. Milling machines may be used as long as straight edge is maintained. 2. Repairs: In true and straight lines to dimensions shown on the Drawings. 3. Utility Cuts a. In a true and straight line on both sides of the trench b. Minimum of 12 inches outside the trench walls c. If the existing flexible pavement is 2 feet or less between the lip of the existing gutter and the edge of the trench repair, remove the existing paving to such gutter. 4. Limit dust and residues from sawing from entering the atmosphere or drainage facilities. B. Removal 1. Use care to prevent fracturing existing pavement structure adjacent to the repair area. C. Base 1. InstaII replacement base material as specified in Drawings. D. Asphalt Paving 1. H.M.A.0 placement: in accordance with Section 32 12 16 2. Type D surface mix 3. Depth: as specified in Drawings 4. Place surface mix in lifts not to exceed 3 inches. 5. Last or top lift shall not be less than 2 inches thick. 3.5 REPAIRIRESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJVSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 3201 17 - 6 PERMANENT ASPHALT PAVING REPAIR Page 6R of 6 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A --- Modified Items to be included in price bid; Added blue text for clarification of repair width on utility trench repair; Added a bid item for utility service trench repair. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 SECTION 32 0129 CONCRETE PAVING REPAIR PARTI- GENERAL 32 01 29 - 1 CONCRETE PAVING REPAIR Page 1Rof4 1.1 SUMMARY A. Section includes: 1. Concrete pavement repair to include, but not limited to: a. Utility cuts (water, sanitary sewer, drainage, etc.) b. Warranty work c. Repairs of damage caused by Contractor d. Any other concrete pavement repair needed during the course of construction B. Deviations from this City of Fort Worth Standard Specification 1. 1.2 A1— CLSM backfill of trench excavation shall be included in the price bid. 3 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2, Division 1 - General Requirements 3. Section 32 01 18 - Temporary Asphalt Paving Repair 4. Section 32 12 16 - Asphalt Paving 5. Section 32 13 13 - Concrete Paving 6. Section 33 05 10 - Utility Trench Excavation, Embedment and Backfill 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Concrete Pavement Repair a. Measurement 1) Measurement for this Item shall be by the square yard of Concrete Pavement Repair for various: a) Street types 2) Limits of repair will be based on the time of service of the existing pavement. The age of the pavement will need to be determined by the Engineer through coordination with the City. For pavement ages: a) 10 years or less: repair entire panel b) Greater than 10 years: repair to limits per Drawings b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per square yard of Concrete Pavement Repair c. The price bid shall include: 1) CLSM backfill of trench excavation 3 2) Shaping and fine grading the placement area 3) Furnishing and applying all water required 4) Furnishing, loading and unloading, storing, hauling and handling all concrete CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 320129-2 CONCRETE PAVING REPAIR Page 2 R of 4 5) Furnishing, loading and unloading, storing, hauling and handling all base material 6) Mixing, placing, finishing and curing all concrete 7) Furnishing and installing reinforcing steel 8) Furnishing all materials and placing longitudinal, warping, expansion and contraction joints, including all steel dowels, dowel caps and load transmission units required, wire and devices for placing, holding and supporting the steel bar, load transmission units, and joint filler in the proper position; for coating steel bars where required by the Drawings 9) Sealing joints 10) MonoIithically poured curb 11) Cleanup 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Permitting 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation and Public Works Department in conformance with current ordinances. 2. Transportation and Public Works Department will inspect paving repair after construction. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Concrete Mix Design: submit for approval in accordance with Section 32 13 13. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD CONDITIONS A. Weather Conditions: Place concrete as specified in Section 32 13 13. 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS A. Embedment and Backfill: see Section 33 05 10. B. Base material: Concrete base: see Section 32 13 13. C. Concrete: see Section 32 13 13. 1. Concrete paving: Class H or Class HES. CITY OF FORT WORTH NSH 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SII 170) Revised December 20, 2012 City Project No. 100261 320129-3 CONCRETE PAVING REPAIR Page 3R of 4 2. Replace concrete to the specified thickness. 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 A. Replace a continuous section if multiple repairs are closer than 10 feet apart from edge of one repair to the edge of a second repair. B. If the cut is to be covered, use steel plates of sufficient strength and thickness to support traffic. 1. Construct a transition of hot -mix or cold -mix asphalt from the top of the steel plate to the existing pavement to create a smooth riding surface. a. Hot -mix or cold -mix asphalt: conform to the requirements of Section 32 12 16. C. Surface Preparation: mark pavement cut repairs for approval by the City. 3.4 INSTALLATION A. Sawing 1. General a. Saw cut perpendicular to the surface to full pavement depth. b. Saw cut the edges of pavement and appurtenances damaged subsequent to sawing to remove damaged areas. c. Such saw cuts shall be parallel to the original saw cut and to neat straight lines. 2. Sawing equipment a. Power -driven b. Manufactured for the purpose of sawing pavement c. In good operating condition d. Shall not spall or facture concrete adjacent to the repair area 3. Repairs: In true and straight lines to dimensions shown on the Drawings 4. Utility Cuts a. In a true and straight line on both sides of the trench b. Minimum of 12 inches outside the trench walls 5. Prevent dust and residues from sawing from entering the atmosphere or drainage facilities. B. Removal 1. Use care in removing concrete to be repaired to prevent spalling or fracturing concrete adjacent to the repair area. C. Base: as specified in Drawings D. Concrete Paving 1. Concrete placement: in accordance with Section 32 13 13. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 32 01 29 - 4 CONCRETE PAVING REPAIR Page 4R of 4 2. Reinforce concrete replacement: as specified in 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 1.2.A -- Modified Items to be included in price bid; Added blue text for clarification of repair width on utility trench repair 2.2.C.1 — Changed to Class P to Class H CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing ofSH 170) Revised December 20, 2012 City Project No. 10026.1 33 01 31 - I CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page I of 7 SECTION 33 0131 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements and procedures for Closed Circuit Television (CCTV) Inspection of water mains 30-inches and larger, sanitary sewer or storm sewer mains 2. For sanitary sewer projects all (existing: Pre -CCTV, proposed: Post -CCTV) main shall be inspected. B. Deviations from this City of Fort Worth Standard Specification 1. 1.1 A.1- Add Water Mains 30-inches and Larger 2. 1.1 CA- Add Section 33 04 40 3. 1.3 A.2 - Referenced City of Fort Worth's standard specifications for file locations 4. 1.4 A.1- Add Water Mains 30-inches and Larger 5. 1.5 D - Referenced City. of Fort Worth's standard specifications for file locations 6. 1.7 A.3 - Referenced City of Fort Worth's standard specifications for file locations 7. 3.3 C - Add Water Mains 30-inches and Larger 8. 3.4 D.1- Add Water Mains 30-inches and Larger 9. 3.10 A Add Section 33 04 40 C. ReIated Specification Sections include, but are not necessarily limited to: I . Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 3. Section 33 03 10 - Bypass Pumping of Existing Sewer Systems 4. Section 33 04 40 - Cleaning and Acceptance Testing of Water Mains 5. Section 33 04 50 -Cleaning of Sewer Mains 6. Section 0132 16 -Construction Progress Schedule 1.2 PRICE AND PAYMENT PROCEDURES A. Pre -CCTV Inspection 1. Measurement a. Measurement for this Item will be by the linear foot of line televised for CCTV Inspection performed prior to any line modification or replacement determined from the distance recorded on the video log. 2. Payment a. 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 for "Pre -CCTV Inspection". 1) Contractor will not be paid for unaccepted video. 3. The price bid shall include: CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing ofSH 170) Revised March 3, 2016 City Project No. 100261 33 01 31 - 2 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 2 of 7 a. Mobilization b. Cleaning c. Digital file B. Post -CCTV Inspection 1. Measurement a. Measurement for this Item will be by the linear foot of line televised for CCTV Inspection performed following repair or installation determined from the distance recorded on the video log. 2. Payment a. 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 for "Post -CCTV Inspection". 1) Contractor will not be paid for unaccepted video. 3. The price bid shall include: a. Mobilization b. Cleaning c. Digital file 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. City of Fort Worth Water Department a. City of Fort Worth Water Department CCTV Inspection and Defect Coding Program (CCTV Manual). Refer to the City's standard specifications for the location of the CCTV Manual. b. City of Fort Worth Water Department CCTV Spread Sheet Log. Refer to the City's standard specifications for the location of the CCTV Spreadsheet Log, 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Water Mains 30- inches and Larger and Sanitary Sewer Lines a. Meet with City of Fort Worth Water Department staff to confirm that the appropriate equipment, software, standard templates, defect codes and defect rankings are being used, if required. 2. Storm Sewer Lines a. Meet with City of Fort Worth Transportation/Public Works Department staff to confirm that the appropriate equipment, software, standard templates, defect codes and defect rankings are being used, if required. B. Schedule 1. Include Pre and Post CCTV schedule as part of the Construction Progress Schedule per Section 01 32 16. 2. Include time for City review (2 weeks minimum — Notification needs to be send out to Project Manager & Field Operation). CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 3, 2016 City Project No. 100261 33 01 31 -3 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 3 of 7 3. If CCTV is accepted by City, proceed with work. If rejected, coordinate with City per Part 1.4 A. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00, B. All submittals shall be approved by the Engineer or the City prior to delivery. C. If inspected with Infrastructure Technologies I.T. Software per CCTV Manual provide video data per the CCTV Manual. Provide additional copy of video in Windows Media Audio/Video (.wmv) format for City Inspection review. D. If inspected with other software provide video data in Windows Media Audio/Video (.wmv) format. Provide CCTV log in EXCEL spread sheet format — Refer to the City's standard specifications for the location of the CCTV Spreadsheet Log. E. Inspection Report shall include: 1. Asset a. Date b. City c. Address and/or Project Name d. Main Number — GIS ID (If Available) e, Upstream Manhole GIS ID (If Available) £ Downstream Manhole GIS ID (If Available) g. Pipe Diameter h. Material i. Pipe Length j. Mapsco Location Number k. Date Constructed 1. Pipe Wall Thickness 2. Inspection a. Inspection Number (i.e. 1s`,2°d,etc...) b. Crew Number c. Operator Name d. Operator Comments e. Reason for Inspection f. Equipment Number g. Camera Travel Direction (Upstream/Downstream) h. Inspected Length (feet) i. Work Order Number (if required) j. City Project Number (if required) k. City Contract Name 1. DOE/TPW Number (if required) m. Consultant Company Name n. Consultant Contact Name o. ConsuItant Contact Phone Number p. Contractor Company Name q. Contractor Contact Name r. Contractor Contact Phone Number CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 3, 2016 City Project No. f 00261 330131-4 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 4 of 7 1.6 INFORMATIONAL SUBMITTALS A. Pre -CCTV submittals 1. 2 copies of CCTV video results on USB drive 2. 2 hard copies of Inspection Report and one pdf copy on USB drive B. Additional information that may be requested by the City 1. Listing of cleaning equipment and procedures 2. Listing of flow diversion procedures if required 3. Listing of CCTV equipment 4. Listing of backup and standby equipment 5. Listing of safety precautions and traffic control measures 1.7 CLOSEOUT SUBMITTALS A. Post -CCTV submittals 1. 2 copies of CCTV video results on USB drive 2. 2 Hard copies of Inspection Report. A pdf copy on USB drive shall be submitted to the City Inspector for review prior to scheduling a project final walk through. 3. CCTV speadsheet log in EXCEL format — Refer to the Cit 's standard specifications for the location of the CCTV Spreadsheet Log; 4. Construction Plans identifying the line segments that were videoed. Include cover sheet, overall line layout sheet(s), and plan and profile sheet(s). 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE INOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY f NOT USED] PART 2 - PRODUCTS A. Equipment- 1. Closed Circuit Television Camera a. The television camera used shall be one specifically designed and constructed for sewer inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100 percent humidity/submerged conditions. The equipment will provide a view of the pipe ahead of the equipment and of features to the side of the equipment through turning and rotation of the lens. The camera shall be capable of tilting at right angles along the axis of the pipe while panning the camera lens through a full circle about the circumference of the pipe. The lights on the camera shall also be capable of panning 90-degrees to the axis of the pipe. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing o£SH 170) Revised March 3, 2016 City Project No. 100261 33 01 31 - 5 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 5 of 7 b. The radial view camera must be solid state color and have remote control of the rotational lens. The camera shall be capable of viewing the complete circumference of the pipe and manhole structure, including the cone -section or corbel. The camera lens shall be an auto -iris type with remote controlled manual override. Video Capture System a. The video and audio recordings of the sewer inspections shall be made using digital video equipment. A video enhancer may be used in conjunction with, but not in lieu of, the required equipment. The digital recording equipment shall capture sewer inspection on USB drive, with each sewer segment (from upstream manhole to downstream manhole) inspection recorded as an individual file in Windows Media Audio/Video (.wmv) format. City has a right to change the format from .WMV media to .MP4 b. The system shall be capable of printing pipeline inspection reports with captured images of defects or other related significant visual information on a standard color printer. c. The system shall store digitized color picture images and be saved in digital format on a USB drive. d. The system shall be able to produce data reports to include, at a minimum, all observation points and pertinent data. All data reports shall match the defect severity codes outlined in the City's CCTV manual. e. Camera footage, date & manhole numbers shall be maintained in real time and shall be displayed on the video monitor as well as the video character generators illuminated footage display at the control console. PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION A. General 1. Prior to inspection obtain pipe and manhole asset identification numbers from the plans or City to be used during inspections. Inspections performed using identification numbers other than the plans or from assigned numbers from the City will be rejected. 2. Inspection shall not commence until the sewer section to be televised has been completely cleaned in conformance with Section 33 04 50. (Sewer system should be connected to existing sewer system and should be active) 3. Inspection of newly installed sewers (not yet in service) shall not begin prior to completion of the following: a. Pipe testing b. All manhole work is complete c. Installation of all lateral services d. Vacuum test of manholes 4. Temporary Bypass Pumping (if required) shall conform to Section 33 03 10. B. Storm Sewer Lines CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 3, 2016 City Project No. 100261 33 0131 -6 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 6 of 7 1. Coordinate with City of Fort Worth Transportation/Public Works Department for CCTV equipment and cleaning requirements. C. Water Mains 30-inches and Larger 1. Coordinate with City of Fort Worth Trans portation/Public Works Department for CCTV equipment and cleaning requirements. 3.4 INSPECTION (CCTV) A. General 1. Begin inspection immediately after cleaning of the main. 2. Move camera through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of the main's condition. 3. Do not move camera at a speed greater than 30 feet per minute. 4. Use manual winches, power winches, TV cable, and power rewinds that do not obstruct the camera view, allowing for proper evaluation. 5. During investigation stop camera at each defect along the main. a. Record the nature, location and orientation of the defect or infiltration location as specified in the CCTV Manual. 6. Pan and tilt the camera to provide additional detail at: a. Manholes, Include condition of manhole in its entirety and interior corrosion protection (if applicable) (Camera should pan the entire manhole from top as well as while Iowering into manhole, also show complete view of invert) b. Service connections, Pan the Camera to get a complete overview of service connection including zooming into service connection Include location (i.e. 3 o'clock, 9 o'clock, etc...) c. Joints, Include comment on condition, signs of damage, etc... d. Visible pipe defects such as cracks, broken or deformed pipe, holes, offset joints, obstructions or debris (show as % of pipe diameter). If debris has been found in the pipe during the past -CCTV inspection, additional cleaning is required and pipe shall be re -televised. e. Inflltration/Inflow locations f. Pipe material transitions g. Other locations that do not appear to be typical for normal pipe conditions h. Note locations where camera is underwater and level as a % of pipe diameter. 7. Provide accurate distance measurement. a. The meter device is to be accurate to the nearest 1/10 foot. S. CCTV inspections are to be continuous. a. Do not provide a single segment of main on more than 1 USB drive. b. A single segment is defined from manhole to manhole. B. Pre -Installation Inspection for Sewer Mains to be rehabilitated 1. Perform Pre -CCTV inspection immediately after cleaning of the main and before rehabilitation work. 2. If, during inspection, the CCTV will not pass through the entire section of main due to blockage or pipe defect, set up so the inspection can be performed from the opposite manhole. 3. Provisions for repairing or replacing the impassable location are addressed in Section 33 31 20, Section 33 3121 and Section 33 3122. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH.170) Revised March 3, 2016 City Project No. 100261 33 01 31 -7 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 7 of 7 C. Post -Installation Inspection 1. Complete manhole installation before inspection begins. 2. Prior to inserting the camera, flush and clean the main in accordance to Section 33 0450. D. Documentation of CCTV Inspection 1. Sanitary Sewer Lines and Water Mains 30-inches and Larger a. Follow the CCTV Manual (CCTV standard manual supplied by City upon request) for the inspection video, data logging and reporting or Part 1.5 E of this section. 2. Storm Sewer Lines a. Provided documentation for video, data logging, and reporting in accordance with City of Fort Worth Transportation/Public Works Department requirements, 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. See Section 33 04 50 and 33 04 40. 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 12120/2012 D. Johnson Various— Added requirements for coordination with TIP W for Storm Sewer CCTV 03/0312016 J Kasavich Various — Alternative to CCTV Manual, modified submittal detail requirements CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised March 3, 2016 City Project No. 100261 330412-I MAGNESIUM ANODE CATHODIC PROTECTION Page 1R of 10 SECTION 33 04 12 MAGNESIUM ANODE CATHODIC PROTECTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for Cathodic Protection Systems on concrete cylinder pipes, carbon steel pipes and ductile iron pipes using Magnesium Anodes 2. The Cathodic Protection System shall include, but not be limited to the following: a. Materials and installation b. Post -installation survey c. Final Report to include recommendations B. Deviations from this City of Fort Worth Standard Specification 3 n 1. 1.02.A.3.a — Design of System shall be included in price bid. C. ReIated Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Divisionl — General Requirements 3. Section 33 05 26 —Utility Markers/Locators 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment for Installation 1. Measure a. Measurement for this Item shall be by lump sum. 2. Payment: a. The work performed and materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Cathodic Protection System Installation" for each material of utility pipe bid. 3. The price bid shall include: a. Mobilization 3n b. Anode groundbeds c. Anode test stations d. Excavation e. Furnishing, placement, and compaction of backfill f. Field welding g. Connections h. Adjustments i. Testing j. Clean-up k. Start-up/Commissioning B. Measurement and Payment for Design 1. Measure a. Measurement for this Item shall be by lump sum. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 330412-2 MAGNESIUM ANODE CATHODIC PROTECTION Page 2R of 10 2. Payment: a. The work performed in accordance with this Item shall be paid for at the lump sum price bid for "Cathodic Protection System Design for Ductile 3 Iron Pipe" upon completion and acceptance of system design. 3. The price bid shall include: a. Design of Cathodic Protection System including the final report on recommendations and field testing as outlined in section 1.7. 1.3 REFERENCES A. Abbreviations and Acronyms 1. AWG: American Wire Gauge 2. CSE: Copper/Copper Sulfate Reference Electrode 3. HMWPE. High Molecular Weight Polyethylene B. Definitions 1. Anode: The electrode of an electrochemical cell at which oxidation occurs. 2. Cable/Wire: One conductor or multiple conductors insulated from one another. 3. Cathode: The electrode of an electrochemical cell at which reduction is the principal reaction. 4. Cathodic Polarization: The change of electrode potential in the negative direction caused by direct current (DC) flow across the electrode/electrolyte interface. 5. Cathodic Protection: A technique used to reduce the corrosion of a metal surface by making that surface the cathode of an electrochemical cell. 6. Corrosion: Degradation of a material, usually a metal, that results from a reaction with its environment. 7. Corrosion Control Engineer: NACE certified, licensed engineer in the state of Texas, employed by a Corrosion Engineering Firm. 8. Corrosion Engineering Firm: Engineering firm in charge of the corrosion protection design on behalf of the Contractor. 9. Criterion: Standard for assessment of the effectiveness of a Cathodic Protection System. 10. Current: Flow of electric charge. 11. Electrode: A conductor used to establish contact with an electrolyte and through which current is transferred to or from an electrolyte. 12. Electrolyte: A chemical substance containing ions that migrate in an electric field (i.e., soil or water). 13, Foreign Structure: Any metallic structure that is not intended as a part of a system under Cathodic Protection. 14. Galvanic Anode: A metal that provides sacrificial protection to another metal that is less active (more noble) when electrically coupled in an electrolyte. 15. Interference: Any electrical disturbance on a metallic structure as a result of stray current. 16. Pipe -to -Electrolyte Potential: The potential difference between the pipe and the electrolyte that is measured with reference to an electrode in contact with the electrolyte. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 10026.1 330412-3 MAGNESIUM ANODE CATHODIC PROTECTION Page 3R of I0 17. Polarized .Potential: The potential across the structure/electrolyte interface that is the sum of the free corrosion potential and the cathodic polarization 18. Reference EIectrode: An electrode whose open -circuit potential is constant under similar conditions of measurement and is used to measure the relative potentials of other electrodes 19. Stray Current: Current flow through paths other than the intended circuit. 20. Voltage: Electromotive force or difference in electrode potential expressed in volts. C. Reference Standards 1. NACE International (MACE). 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Product Data I. Submit product data for all components of the Cathodic Protection System. Data submitted shall include: a. Anodes b. Anode Test Stations c. Wiring d. Splicing Materials e. Thermite Weld Materials f. Weld Coatings 1.7 CLOSEOUT SUBMITTALS A. The results of all testing procedures shall be submitted to the Engineer or the City for review and approval. Testing information required includes: 1. Anode groundbed current outputs 2. Pipe -to -soil potentials 3. Results of interference testing 4. Results of electrical isolation joint tests 5. Operating and maintenance instructions B. Results of all testing are to be submitted to Owner for inclusion in the O&M manual. C. Provide written documentation from the Corrosion Control Engineer of any deficiencies discovered during the post installation inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Cathodic Protection installer shall show adequate documented experience in the type of Cathodic Protection work required for the project. CITY OF FORT WORTH NS1130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 330412-4 MAGNESIUM ANODE CATHODIC PROTECTION Page 4R of 10 B. Certifications 1. The Contractor shall, upon request by City, furnish manufacturer's certified test reports that indicate that anodes meet Specifications and that all tests have been performed in accordance with the applicable standards. 1.10 DELIVERY, STORAGE, AND HANDLING A. Delivery of Cathodic Protection materials shall be coordinated by the Contractor. B. Storage and Handling Requirements 1. Secure and maintain a location to store the material in accordance with Section 01 6600. C. Packaging Waste Management 1. Dispose of anode and thermite weld material packaging properly and remove from the job site after installation is complete. 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. Sacrificial Anodes - Magnesium Magnesium Anodes a. Use high potential prepackaged Magnesium Anodes. b. The metallurgical composition of the Magnesium Anodes shall conform to the following: Element Content Al 0.01 Mn 0.50 to 1.30 Cu 0.02 Maximum Ni 0.001 Maximum Pe 0.03 Maximum Other 0.05 Each or 0.3 Maximum (Total) Magnesium Remainder 2. Magnesium Anode Current Capacity a. Magnesium Anodes require a current capacity of no less than 500 amp -hours per pound of magnesium. 3. Anode Backfill Material a. Use chemical backfill material around aII galvanic anodes. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 400264 330412-5 MAGNESIUM ANODE CATHODIC PROTECTION Page 5R of 10 b. Backfill provides a reduced contact resistance to earth, provides a uniform environment surrounding the anode, retains moisture around the anode and prevents passivation of the anode. c. AlI galvanic anodes shall come prepackaged in a backfill material conforming to the following composition: 1) Ground hydrated gypsum: 75 percent 2) Powdered bentonite: 20 percent 3) Anhydrous sodium sulfate: s percent 4) Have a grain size backfill such that 100 percent is capable of passing through a 20-mesh screen and 50 percent is retained by a I00-mesh screen. d. Completely surround the anode with the backfill mixture within a cotton bag. e. For cast magnesium ingots, the required weight of backfill shall be as follows: Anode Weight (Pounds) Backfill Weight (Pounds)(Pounds) Total Weight 17 44 61 20 s0 70 32 58 90 40 65 105 48 48 96 60 70 130 4. Anode Lead Wires a. For the lead wire for the Magnesium Anodes, use a 10-foot length of No. 12 AWG solid copper wire equipped with TW of THW insulation. 5. Lead Wire Connection to Magnesium Anode a. Cast Magnesium Anodes with a 20 gauge galvanized steel core. b. Extend I end of the core beyond the anode for the lead wire connection. c. Silver -solder the lead wire to the core and fully insulate the connection. B. Splicing Tape 1. Tape used for covering anode lead wire to anode header cable connections shall be 2 layers of Scotch 130C rubber splicing tape, then 2 layers of Scotch 88 vinyl electrical tape as manufactured by 3M Scotch, or approved equal. 2. Taped splices shall be covered with a coating of 3M Scotchkote electrical coating, or approved equal. C. Crimping Lugs 1. Crimping lugs used to connect the anode lead wire to anode header cable shall be copper compression crimpit Catalog No. YC10C10 as manufactured by Burndy, or approved equal. D. Anode Header Cable 1. Anode header cables routed between the anode groundbed and the test stations shall be #10 AWG stranded copper conductors with type HMWPE insulation (black). B. Anode Test Stations 1. Test stations shall consist of test wires, a terminal head and a traffic box as shown on the Drawings. 2. The terminal box shall be a 7 terminal NM-7 with cast iron lockable lid as manufactured by CP Test Services, or approved equal. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 330412-0 MAGNESIUM ANODE CATHODIC PROTECTION Page 6R of 10 3. The Precast Concrete traffic box shall be a 10.25-inch diameter 3-RT with a cast iron cover marked "CP Test" as manufactured by Brooks Products, Inc, or approved equal. 4. If the area is not paved, the test station shall be installed in a 24-inch x 24-inch x 6- inch square concrete pad. 5. Install a marker sign adjacent to all flush -mounted test stations. F. Shunt 1. Monitoring shunt shall be a 0.01 ohm Type RS shunt as manufactured by Holloway, or approved equal. 2. There shall be at least 1 shunt in each Magnesium Anode test station. G. Test Lead Wire 1. Test station lead wires shall be #12 AWG stranded copper cable with type TW, THW or THHN insulation, black in color. H. Permanent Reference Electrode 1. The permanent reference electrode shall be a copper sulfate Permacell Pius double membrane ceramic cell in a geomembrane package, as manufactured by Corrpro Companies, Inc., or approved equal. 2. The permanent reference electrode shall be equipped with No. 14 AWG stranded copper wire with blue HMWPE insulation of suitable length to attach to the terminal board of the test station. I. Marker Sign 1. Provide marker sign in accordance with Section 33 05 26. 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. Installation of Sacrificial Anodes Placement a. Each anode shall be installed vertically in a 12-inch diameter by 10 foot deep hole or by trench maintaining the salve spacing as shown on the Drawings. b. Centerline of the anode shall be at a minimum of 10 feet from the centerline of the pipe. c. Anodes shall be installed within the pipeline right-of-way. 2. Augured Hole a. The anode hole diameter shall easily accommodate the anode. 3. Backfilling CITY OF FORT WORTH NSI130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 330412-7 MAGNESIUM ANODE CATHODIC PROTECTION Page 7R of 10 a. After the hole is augured, the packaged anode shall be lowered into the hole and the soil shall be firmly tamped around the package so that it is in intimate contact with the package. b. Pour a minimum of 5 gallons of water into the anode hole. c. Backflll the remainder of the anode hole. 4. Anode Lead Wire a. Lead wires from the anodes shall be run underground at a minimum depth of 24 inches. b. Each anode lead wire shall be connected to an anode header cable as indicated on the Drawings. 5. Handling a. Anodes shall be handled in a manner that will avoid damaging anode materials and wire connections. B. Installation of Permanent Anode 1. Location a. Install I permanent copper sulfate reference electrode at each anode ground bed. b. The permanent reference electrode shall be within 6 inches of the pipe at pipe depth. c. Prepare and install the permanent reference electrode in strict accordance with the manufacturer's recommendations. 2. Placement a. Place the permanent reference electrode in the same ditch with the water line and carefully covered with the same soil as the pipeline backfill. 3. Lead Wire a. Protect the permanent reference electrode lead wire during backfill operations and route to the test station along with the water line test Ieads and anode ground bed cables. C. Installation of Wire and Cable 1. Depth a. All underground wire and cable shall be installed at a minimum of 24 inches below final grade with a minimum separation of 6 inches from other underground structures. 2. Anode Header Cable a. Each anode lead wire shall be connected to a #10 AWG/HMWPE header cable which shall be routed into a flush -to -grade test station. 3. Anode Lead Wire to Header Cable Connection a. Each anode lead wire to header cable connection shall be made using a copper compression connector. b. Each connection shall be taped using rubber tape, vinyl tape and coated with Scotchkote electrical coating as shown on the Drawings. 4. Anode -to -Pipeline Connection a. Connect each group of anodes to the pipeline through a test station as shown on the Drawings. b. A 0.01 ohm shunt shall be used to connect the anode header cable to the pipeline as shown on the Drawings. CITY OF FORT WORTH NSII 30-Inch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing ofSH 170) Revised December 20, 2012 City Project No. 100261 330412-8 MAGNESIUM ANODE CATHODIC PROTECTION Page 8R of 10 5. A 3-inch wide, yellow, non -detectable warning tape labeled "Cathodic Protection Cable Buried Below" shall be buried at a depth of 18 inches below the surface and along the length of all Cathodic Protection cable trenches. D. Test Lead Wire Attachment 1. Test lead cables shall be attached to the pipe by thermite welding. 2. The pipe to which the wires are to be attached shall be clean and dry. 3. A grinding wheel shall be used to remove all coating, mill scale, oxide, grease and dirt from the pipe over an area approximately 3 inches square. a. The surface shall be cleaned to bright metal. 4. The wires to be thermite welded to the pipe shall have approximately 1 inch of insulation removed from each end, exposing clean, oxide -free copper for welding. 5. Charges and Molds a. Weld charges and mold size shall be as specified by the manufacturer for the specific surface configuration. b. Care shall be taken during installation to be sure correct charges are used. c. Welding charges and molds shall be the product of a manufacturer regularly engaged in the production of such materials. 6. Using the proper size thermite weld mold as recommended by the manufacturer, the wire shall be placed between the graphite mold and the prepared metal surface. 7. The metal disk shall be placed in the bottom of the mold. 8. The cap from the weld charge container shall be removed and the contents poured into the mold. 9. Squeeze the bottom of the weld charge container to spread ignition powder over the charge. 10. Close the mold cover and ignite the starting powder with a flint gun. The mold should be held firmly in place until all of the charge has burned and the weld has cooled slightly. 11. Remove the thermite weld mold and gently strike the weld with a hammer to remove the weld slag. 12. Pull on the wire to assure a secure connection. 13. if the weld is not secure or the wire breaks, repeat the procedure. 14. If the weld is secure, coat all bare metal and weld metal with Stopaq CZ tape, or approved equal. E. Flush -to -Grade Anode Test Stations 1. Flush -to -grade anode test stations shall be installed as shown on the Drawings. 2. Test stations shall be installed in a 24-inch x 24-inch x 6-inch square concrete pad. 3. Sufficient slack shall be coiled beneath the test station to allow for soil settlement and to prevent damage to the leads during backftlling. a. Additional slack shall be left to allow for withdrawal of the terminal board a minimum of 12 inches above the top of the concrete pad for test purposes. F. Post Installation Backfilling of Cables 1. General a. During the backfilling operation, cables shall be protected to prevent damage to the wire insulation and conductor integrity. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 330412-9 MAGNESIUM ANODE CATHODIC PROTECTION Page 9R of 10 3.5 REPAIR A. Cut wires shall be spliced by using a copper compression connector. 1. The connection shall be completely sealed against moisture penetration by the use of rubber tape, vinyl tape and Scotchkote electrical coating. B. Damaged or missing test station components shall be replaced by equal components. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field Tests and Inspections 1. All components of the Cathodic Protection System shall be visually inspected by the City prior to commissioning of the system. 3.8 SYSTEM STARTUP A. General 1. The Cathodic Protection System shall be inspected, energized and adjusted (commissioned) as soon as possible after the Cathodic Protection equipment has been installed. B. Equipment 1. All Cathodic Protection testing instruments shall be in proper working order and calibrated according to factory specifications. C. Commissioning 1. The commissioning of the Cathodic Protection System shall be performed by, or under the direct supervision of, the Corrosion Engineering Firm qualified to verify compliance with this Specification and with the referenced corrosion control standards set forth by NACE International. D. Method 1. Measure native state structure -to -sail potentials along the water line using the permanent reference electrodes at each anode test station and a portable reference electrode at all other test stations and at above grade pipeline appurtenances. 2. Energize the Cathodic Protection System by connecting each Magnesium Anode groundbed to the pipeline lead in the test station junction box by means of a 0.01 ohm shunt. 3. Record each anode groundbed current using the shunt. 4. Allow sufficient time for the pipeline to polarize. 5. Adjust, if necessary, the Cathodic Protection current output in each anode test station to satisfy the 100-mV polarization shift criterion or the -850 millivolts-CSE polarized potential criterion as established by NACE International standards. 6. Record all final current outputs measured at each test station. 7. Verify that all electrical isolation devices are operating properly including flange isolators and casing spacers. 8. Verify that interference does not exist with foreign structures. 9. Perform joint tests with owners of the foreign structures (if any) and mitigate any interference detected. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 20I2 City Project No. 100261 33 04 12 _ 10 MAGNESIUM ANODE CATHODIC PROTECTION Page 1 OR of 10 10, If necessary, install resistance bonds to mitigate interference. 11. Interference testing coordination with the owners of foreign structures is the responsibility of the Cathodic Protection tester. E. Verification and Responsibilities 1. Contractor shall correct, at his expense, any deficiencies in materials or installation procedures discovered during the post installation inspection. 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 PORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 33 04 40 - 1 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 1 of 8 SECTION 33 04 40 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS PART 1 - GENERAL 1.1 SUMMARY A. General 1. Before any newly constructed potable water mains will be permitted to be placed into service in the Fort Worth Water Department's Water Distribution System, it shall be cleaned (purged) and tested, or cleaned, disinfected, and tested until the bacteria count within the water main meets the standards established by the Fort Worth Water Department and the requirements of Chapter 290 of the Texas Administrative Code JAC) established by the Texas Commission on Environmental Quality (TCEQ). B. Deviations from this City of Fort Worth Standard Specification 1. 3.10 E.1.D-1 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 01 31 Closed Circuit Television (CCTV) Inspection 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. This Item is considered subsidiary to the water main being Cleaned and Tested. 2. Payment a. The work performed and the materials furnished in accordance with this Item are subsidiary to cleaning, disinfection, hydrostatic testing, and bacteriological testing and shall be subsidiary to the unit price bid per linear foot of water pipe complete in place, and no other compensation will be allowed. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a slate is specifically cited. 2. American Water Works Association/American (AWWA): a. C301, Prestressed Concrete Pressure Pipe, Steel -Cylinder Type. b. C303, Concrete Pressure Pipe, Bar -Wrapped, Steel -Cylinder Type. c. C651, Disinfecting Water Mains. d. C655, Field De -Chlorination. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 6, 2013 City Project No. 10026I 330440-2 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 2 of 8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals For 24-inch and larger water mains, provide the following: 1. Cleaning Plan — Prior to the start of construction, submit a water main cleaning plan detailing the methods and schedule, including: a. A detailed description of cleaning procedures b. Pigging entry and exit ports c. Flushing procedures d. Plans and hydraulic calculations to demonstrate adequate flushing velocities e. Control of water f. Disposal 2. Disinfection Plan — prior to the start of construction submit a disinfection plan including: a. The method mixing and introducing chlorine b. Flushing c. De -chlorination d. Sampling 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 PRODUCT TYPES A. Pigs 1. Open cell polyurethane foam body 2. Densities between 2 pounds per cubic foot up to 8 pounds per cubic foot 3. May be wrapped with polyurethane spiral bands 4. Abrasives are not permitted, unless expressly approved by the City in writing for the particular application. S. Must pass through a reduction up to 65 percent of the cross sectional area of the nominal pipe diameter CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 6, 2013 City Project No. 100261 330440-3 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 3 of 8 6. Pigs shall be able to traverse standard piping arrangements such as 90 degree bends, tees, crosses, wyes, and gate valves. 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 ERECTION/INSTALLATIONIAPPLICATION [NOT USED] 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD lon] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. All water mains shall be cleaned prior to bacteriological testing. a. Pig all 36-inch and smaller water mains. b. Pig or manually sweep 42-inch and larger mains. c. Flushing is only permitted when specially designated in the Drawings, or if pigging is not practical and approved by the City. B. Pigging Method If the method of pigging is to be used, prepare the main for the installation and removal of a pig, including: a. Furnish all equipment, material and labor to satisfactorily expose cleaning wye, remove cleaning wye covers, etc. b. Where expulsion of the pig is required through a dead -ended conduit: 1) Prevent backflow of purged water into the main after passage of the pig. 2) InstaII a mechanical joint to provide a riser out of the trench on 12-inch and smaller mains to prevent backwater re-entry into the main. 3) Additional excavation of the trench may be performed on mains over 12 inches, to prevent backwater re-entry into the main. 4) Flush any backflow water that inadvertently enters the main. c. Flush short dead-end pipe sections not swabbed by a pig. d. Once pigging is complete: 1) Pigging wyes shall remain in place unless otherwise specified in the Contract Documents. 2) Install cleaning wye, blind flanges or mechanical joint plugs. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 6, 2013 City Project No. 100261 330440-4 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 4 of 8 3) Plug and place blocking at other openings. 4) Backfill 5) Complete all appurtenant work necessary to secure the system and proceed with disinfection. C. Flushing Method Prepare the main by installing blow -offs at appropriate locations, of sufficient sizes and numbers, and with adequate flushing to achieve a minimum velocity in the main of 2.5 feet per second. a. Minimum blow -off sizes for various main sizes are as follows: 1) 4-inch through 8-inch main -- 3/n-inch blow -off 2) 10-inch through 12-inch main —I -inch blow -off 3) 16-inch and greater main 2-inch blow -off b. Flushing shall be subject to the following limitations: 1) Limit the volume of water for flushing to 3 times the volume of the water main. 2) Do not unlawfully discharge chlorinated water. 3) Do not damage private property. 4) Do not create a traffic hazard. c. Once Flushing is complete: 1) Corporations stops used for flushing shall be plugged. D. Daily main cleaning 1. Wipe joints and then inspect for proper installation. 2. Sweep each joint and keep clean during construction. 3. Install a temporary plug on all exposed mains at the end of each working day or an extended period of work stoppage. E. Hydrostatic Testing All water main that is to be under pressure, shall be hydrostatically tested to meet the following criteria: a. Furnish and install corporations for proper testing of the main. 1) Furnish adequate and satisfactory equipment and supplies necessary to mare such hydrostatic tests. 2) The section of line to be tested shall be gradually filled with water, carefully expelling the air and the specified pressure applied. b. The City will furnish water required for the testing at its nearest City line. c. Expel air from the pipe before applying the required test pressure. d. Test Pressure 1) Test pressures should meet the following criteria, unless otherwise indicated on the plans: a) Not less than 1.25 (187 psi minimum) times the stated working pressure of the pipeline measured at the highest elevation along the test section. b) Not less than 1.5 (225 psi minimum) times the stated working pressure at the lowest elevation of the test section. e. Test Conditions 1) Must be at least 2 hour duration 2) Add water as necessary to sustain the required test pressure. 3) Test fire hydrants to the fire hydrant valve. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 6, 2013 City Project No. 100261 330440-5 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 5 of 8 a) Leave the isolation valve on the fire hydrant lead line open during the hydrostatic testing. 4) Test service lines to curb stop a) Leave the corporation stop on the service line open during the hydrostatic testing. 5) Close isolation valves for air release valves. 6) Makeup water must come from a container of fixed 55 gallon container that does not have a water source. f. Measure all water used in the pressure test through an approved meter, or measure the difference in volume within a 55 gallon container. 1) Do not test against existing water distribution valves unless expressly provided for in the Drawings, or approved by the City. 2) If the City denies approval to test against existing water distribution system valve, then make arrangements to plug and test the pipe at no additional cost. 2. Allowable Leakage a. No pipe installation should be accepted if the amount of makeup water is greater than that determined using the following formula: In inch -pound units, L SD 4P 148,000 Where: L = testing allowance (make up water), gallons per hour S = length of pipe tested, 8. D = nominal diameter of pipe, in. P = average test pressure during the hydrostatic test, psi b. For any pipeline that fails to pass hydrostatic test: 1) Identify the cause 2) Repair the leak 3) Restore the trench and surface 4) Retest c. All costs associated with repairing the pipeline to pass the hydrostatic test is the sole responsibility of the Contractor and included in the price per linear foot of pipe. d. If the City determines that an existing system valve is responsible for the hydrostatic test to fail, the Contractor shaII make provisions to test the pipeline without the use of the system valve. e. There shall be no additional payment to the Contractor if the existing valve is unable to sustain the hydrostatic test and shall be included in the price per linear foot of pipe. F. Disinfection 1. General a. Disinfection of the main shall be accomplished by the "continuous feed" method or the "slug" method as determined by the Contractor. b. The free chlorine amounts shown are minimums. The Contractor may require higher rates. 1) Calcium hypochlorite granules shall be used as the source of chlorine. c. Continuous Feed Method CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 6, 2013 City Project No. 100261 330440-6 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 6 of 8 1) Apply water at a constant rate in the newly laid main. a) Use the existing distribution system or other approved source of supply. 2) At a point not more than 10 feet downstream from the beginning of the new main, water entering the new main shall receive a dose of chlorine. a) Free chlorine concentration: 50 mg/L minimum, or as required by TCEQ, whichever is greater. b) Chlorine applications shall not cease until the entire conduit is filled with heavily chlorinated water. 3) Retain chlorinated water in the main for at least 24 hours. a) Operate valves and hydrants in the section treated in order to disinfect the appurtenances. b) Prevent the flow of chlorinated water into mains in active service. c) Residual at the end of the 24-hour period: 10 mg /L free chlorine, minimum, for the treated water in all portions of the main. 4) Flush the heavily chlorinated water from the main and dispose of in a manner and at a location accepted by the City. 5) Test the chlorine residual prior to flushing operations. a) if the chlorine residual exceeds 4 mg/L, the water shall remain in the new main until the chlorine residual is less the 4 mg/L. b) The Contractor may choose to evacuate the water into water trucks, or other approved storage facility, and treat the water with Sodium Bisulfate, or another de -chlorination chemical, or method appropriate for potable water and approved by the City until the chlorine residual is reduced to 4 mg/L or less. c) After the specified chlorine residual is obtained, the water may then be discharged into the drainage system or utilized by the Contractor. d. Slug Method 1) Water from the existing distribution system or other approved source of supply shall be made to flow at a constant rate in the newly laid main. 2) At a point not more than 10 feet downstream from the beginning of the new main, water entering the new main shall receive a dose of chlorine. a) Free chlorine concentration: 100 mg/L minimum, or as required by TCEQ, whichever is greater. b) The chlorine shall be applied continuously and for a sufficient time to develop a solid column or "slug" of chlorinated water that shall expose all interior surfaces to the "slug" for at least 3 hours. 3) Operate the fittings and valves as the chlorinated water flows past to disinfect the appurtenances. 4) Prevent the flow of chlorinated water into mains in active service. 5) Flush the heavily chlorinated water from the main and dispose of in a manner and at a location accepted by the City. 6) Upon completion, test the chlorine residual remaining in the main. a) Chlorine levels of 4 mg/l or less should be maintained. 2. Contractor Requirements a. Furnish all equipment, material and labor to satisfactorily prepare the main for the disinfection method approved by the City with adequate provisions for sampling. b. Make all necessary taps into the main to accomplish chlorination of a new line, unless otherwise specified in the Contract Documents. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 6, 2013 City Project No. 100261 330440-7 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 7 of 8 c. After satisfactory completion of the disinfection operation, as determined by the City, remove surplus pipe at the chlorination and sampling points, plug the remaining pipe, backfilI and complete all appurtenant work necessary to secure the main. G. Dechlorination 1. General. All chlorinated water shall be de -chlorinated before discharge to the environment. Chemical amounts, as listed in ANSI/AWWA C651: "Disinfecting Water Mains", shall be used to neutralize the residual chlorine concentrations using de -chlorination procedures listed in ANSI/AWWA C655: "Field De -Chlorination". De -Chlorination shall continue until chlorine residual is non -detectable. 2. Testing. Contractor shall continuously test for the chlorine residual level immediately downstream of the de -chlorination process, during the entire discharge of the chlorinated water. Contractor shall periodically conduct chlorine residual testing and check for possible fish kills at locations where discharged water enters the existing watershed. 3. Fish Kill. If a fish kill occurs associated with the discharge of water from the distribution system or any other construction activities: a. The Contract shall immediately alter activities to prevent further fish kills. b. The Contractor shall immediately notify Water Department Field Operations Dispatch. c. The Contractor shall coordinate with City to properly notify TCEQ. d. Any fines assessed by the TCEQ (or local, state of federal agencies) for fish kills shall be the responsibility of the Contractor. H. Bacteriological Testing (Water Sampling) 1. General a. Notify the City when the main is suitable for sampling. b. The City shall then take water samples from a suitable tap for analysis by the City's laboratory, unless otherwise specified in the Contract Documents. 1) No hose or fire hydrant shall be used in the collection of samples. 2. Water Sampling a. Complete microbiological sampling prior to connecting the new main into the existing distribution system in accordance with AWWA C651. b. Collect samples for bacteriological analysis in sterile bottles treated with sodium thiosulfate. c. Collect 2 consecutive sets of acceptable samples, taken at Ieast 24 hours apart, from the new main. d. Collect at least 1 set of samples from every 1,000 linear feet of the new main (or at the next available sampling point beyond 1,000 linear feet as designated by the City), plus 1 set from the end of the line and at least 1 set from each branch. e. If trench water has entered the new main during construction or, if in the opinion of the City, excessive quantities of dirt or debris have entered the new main, obtain bacteriological samples at intervals of approximately 200 linear feet. f. Obtain samples from water that has stood in the new main for at least 16 hours after formal flushing. 3. Repetition of Sampling CITY OF FORT WORTH NSII 30-inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 6, 2013 City Project No. 100261 330440-8 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 8 of 8 a. Unsatisfactory test results require a repeat of the disinfection process and re - sampling as required above until a satisfactory sample is obtained. 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 SUiVMARY OF CHANGE 12/20/2012 D. Johnson 3.10.E.I .e.- Added service lines to hydrostatic testing requirements 2Y6/2013 D Townsend 1.3.A.2.d Added AWWA C655 Field De -Chlorination as reference 3.10.G -- Added De -Chlorination Requirement CITY OF FORT WORTH NS1130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 6, 2013 City Project No. 10026I SECTION 33 05 07.33 TUNNEL CONSTRUCTION PART1- GENERAL 1.1 SCOPE OF WORK 33 05 07,33 - 1 TUNNEL CONSTRUCTION Page l of 11 A. This Section includes tunnel construction operation with installation of tunnel liner followed by placement of water line inside tunnel after completion of tunnel construction. This Section is intended to be primarily functional in nature and to define in general terms work to be accomplished. Contractor is granted full discretion to select method of tunnel construction, subject to review by Engineer. 1.2 RELATED WORK A. Section 0133 00 -Submittal Procedures. B. Section 0150 00 - Construction Facilities and Temporary Controls. C. Section 3123 19 - Dewatering. D. Section 3105 07.32 - Shaft Construction. E. Section 33 05 07.34 - TunneI Grouting, F. Section 33 05 07.35 - Installation of Carrier Pipe. 1.3 SUBMITTALS A. Submittals shall be made in accordance with the requirements of Section 0133 00 Submittal Procedures. B. Tunnel design submittals by Contractor shall be signed and sealed by a Professional Engineer licensed in the State of Texas. C. Submit structural design parameters, calculations and drawings showing the proposed tunnel support system. D. Pre -construction survey at the tunnel crossing locations. E. Contractor shall maintain and submit on a daily basis shift records that include the following: 1. Starting and ending stations for each shift. 2. Starting and ending time for each shift. 3. Type, quantity, and location of support installed. 1.4 REFERENCE STANDARDS A. American Association of State Highway and Transportation Officials (AASHTO). B. Standard Specifications for Construction of Highways and Bridges — Texas Department of Transportation. C. American Railway Engineering and Maintenance -of -Way Association (AREMA) Manual for Railway Engineering (applicable sections). D. American Society for Testing and Materials (ASTM): 1. ASTM A36 - Standard Specifications for Carbon Structural Steel. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised April 2017 City Project No. 100261 330507.33-2 TUNNEL CONSTRUCTION Page 2 of i 1 2. ASTM A283 - Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates. 3. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60000 PSI Tensile Strength. 4. ASTM A328 - Standard Specifications for Steel Sheet Piling. 5. ASTM A354 - Standard Specifications for Quenched and Tempered Alloy Steel Bolts, Studs, and Other Externally Threaded Fasteners. 6. ASTM A449 - Standard Specifications for Hex Cap Screws, Bolts and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use. 7. ASTM A496 - Standard Specification for Deformed Steel Wire for Concrete Reinforcement, 8. ASTM A615 - Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement, 9. ASTM A1011 - Standard Specifications for Steel, Sheet and Strip, Hot -Rolled, Carbon, Structural, High -Strength Low -Alloy, High -Strength Low -Alloy with Improved Formability, and Ultra -High Strength. 10. ASTM A1064 - Standard Specification for Carbon -Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete. 11. ASTM C33 - Standard Specification for Concrete Aggregates. 12. ASTM C150 - Standard Specifications for Portland Cement. 13. ASTM D 19 8 - Standard Test Methods of Static Tests of Lumber in Structural Sizes. E. American Water Works Association (AW WA): AWWA C200 - Steel Water Pipe, 6-inch and Larger. F. American Welding Society (AWS): 1. AWS D1.1 - Structural Welding Code -Steel. 2. AWS D7.0 - Standard for Field Welding of Steel Water Pipe Joints. G. Occupational Safety and Health Administration (OSHA): Particular attention is called to 1926 Subpart S of OSHA Standards - 29 CFR, published by U.S. Department of Labor. 1.5 QUALITY ASSURANCE A. Conform to Construction Quality Management Plan. B. Contractor shall be solely responsible for damage to properties, buildings or structures, railroad, pavements, sidewalks and other utilities and work that may result from his operations to install pipe by tunneling methods. C. Contractor shall be solely responsible for the proper design and structural integrity of the various construction systems used during the tunnel work. Such systems shall include, but not limited to the following: 1. Suitable shafts or trench excavated for the purpose of conducting the tunneling operations. 2. The design and installation of a temporary dewatering and drainage system to control surface water and groundwater during construction. D. Design review and field observation by Owner's Representative shall not relieve the Contractor of responsibilities for the Work. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised April 2017 City Project No. 100261 330507.33-3 TUNNEL CONSTRUCTION Page 3 of 11 1.6 SYSTEM DESCRIPTION/DESIGN CRITERIA A. Design tunnel liner for appropriate loading conditions, including but not limited to: overburden and lateral earth pressures, handling and installation stresses, loads imposed by tunnel shield or tunnel boring machine thrust jacks, subsurface soil and water loads, grouting, and all other conditions of service. Contractor is responsible for design of tunnel liner to carry thrust of jacking or other construction forces or loads anticipated. B. Use Cooper E-80 locomotive Ioading distributions in accordance with AREMA specifications for tunnel liner for criteria at railroad crossings. Account for additive loadings for multiple tracks in design. Provide liner type for railroad crossings as specified or as otherwise required by railroad authority. Acceptable monitoring devices, such as closed circuit television, which permit continuous monitoring of conditions at face by qualified observers from outside tunnel, may be used. C. Use HS-20 vehicle loading distributions for truck loading criteria in accordance with AASHTO. D. Contractor shall be solely responsible to use best practices and address any settlement issues once the Owner or Owner's Representative identifies. E. Compatibility of Methods: 1. Use compatible methods of excavation, liner, and ground stabilization and ground water control. 2. Design tunnel liner, when used to provide thrust for propulsion of shield, to withstand this thrust Without damage or distortion. Configure propulsion jacks on shield so that thrust is uniformly distributed and will not damage or distort tunnel liner. 3. Use compatible tunneling method with possible restrictions on work, such as influence on existing installations or potential ground water contamination. F. Contractor shall assume full and sole responsibility for the safety of the Work and the protection of personnel and property in the performance of the Work. Contractor shall be responsible for developing procedures to support the ground in a safe manner, for maintaining stability of the ground, and for safety during excavation and tunnel liner installation. G. The maximum settlement allowed at tunnel crossings are as follows: 1. Railroad Crossing: 0.25" 2. Highways:0.75" 3. FM Roads and streets: 1.00" H. Soil Parameters shall be evaluated by the tunnel liner manufacturer. The thickness of the tunnel liner specified on drawings is the minimum acceptable and shall be increased as necessary to obtain adequate joint strength, stiffness, buckling strength and resistance to deflection. CffY OF FORT WORTH NSH 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised April 2017 City Project No. 100261 33 05 07.33 - 4 TUNNEL CONSTRUCTION Page 4 of 1 I 1.7 DELIVERY, HANDLING AND STORAGE (NOT USED) 1.8 MAINTENANCE/SPARE PARTS (NOT USED) 1.9 EXTENDED WARRANTY (NOT USED) PART 2 - PRODUCTS 2.1 GENERAL A. Use of various construction methods for tunnel excavation and ground support, such as tunnel boring machine (TBM), hand tunneling or shield, will be allowed. 1. Contractor is responsible for final constructed products, materials and tools used, and for furnishing labor and qualified superintendents necessary for selected method of construction. 2. Demonstrate that chosen method will prevent flow of water or soil into tunnel, and provide stability of face under anticipated conditions. B. Furnish all items, such as TBM or shield with excavation equipment, spoil disposal systems, muck trains, hoist, grouting, signal systems, ventilation, safety equipment, and survey controls necessary to excavate and advance tunnel and construct tunnel liner by selected method. 2.2 LINER AND SUPPORTS A. Tunnel liner may consist of steel ring beams and lagging, steel liner plates, steel casing pipe, or combinations of these. Utilize additional support elements including shotcrete, additional steel sets, breasting, spilling, forepoling, crown bars, soil anchors, or fabrics, as required to provide stable excavation. B. Use steel liner plates, steel casing pipe or steel ring beams and lagging as tunnel liner for tunneling under Texas Department of Transportation rights -of -way. Use steel casing pipe as tunnel liner for tunneling under railroad rights -of -way. 2.3 MATERIALS A. Where use of the following materials is required, conform to requirements of the following minimum standards: Material Cement Reinforcing Steel Wire Reinforcing Steel Wire Fabric Reinforcing Steel Bars Sand and Aggregate Structural Steel CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2017 Reference Standards ASTM C150 ASTM A1064 or A496 ASTM A1064 or A497 ASTM A615, Grade 60 ASTM C33 ASTM A36 NSII 30-Inch Water Trarnsm ission, Part 2 (Beach Street Crossing of SIB 170) City Project No. 100261 330507.33-5 TUNNEL CONSTRUCTION Page 5 of I I Steel Piles, Sheets ASTM A328 Steel Ring Beams ASTM A36 Steel Plates ASTM A36 and A283 Steel Casing Pipe AWWA C200 B. Steel Casing Pipe: 1. Steel casing pipe shall be new uncoated welded steel pipe manufactured in accordance with AWWA C200. The pipe shall have a minimum yield strength of 35,000 psi. Steel casing pipe wall thickness shall be determined by the Contractor but shall not be less than what is called out on Drawings. Steel casing pipe shall be of the type and strength as indicated on Drawings. 2. Steel casing pipe shall be field welded in accordance with AWWA C206 and AWS D7.0. 3. Design deflection to be used in determining wall thickness of steel casing pipe shall not exceed 3 percent of nominal casing pipe size. 4. Steel casing pipe design shall also include stresses due to jacking forces when pipe is to be installed by jacking method. 5. Unless otherwise approved by Engineer, equip steel casing pipe with approximately 2-inch diameter grout holes furnished with plugs. Place holes in pattern so that each succeeding hole from top dead center is 60 degrees right, then 60 degrees left, then top dead center. Locate holes in each line no more than 4 feet apart. C. Steel Liner Plates: 1. General: a. Cold -formed steel Iiner plates shall be furnished to the dimensions required on the Drawings and accurately curved to suit the tunnel cross section. Maintain minimum thickness of metal for steel liner plates as shown on the Drawings, allowing for standard mill tolerances. b. For steel ring beams used with liner plates, conform to requirements of Paragraph 2.03. D, Steel Ring Beams and Lagging. c. Section properties shall conform to applicable requirements of Section 15 - Steel Tunnel Liner Plates in AAS14TO Standard Specifications for Highway Bridges. d. Except as otherwise specified, Section properties shall conform to applicable requirements of Chapter 1, Section 4.21 - Construction of Tunnel Using Steel Tunnel Liner Plates in AREMA Manual for Railway Engineering. 2. Materials: a. Plates. 1) Provide steel liner plates manufactured by Contech Engineered Solutions (2- flange), DSI Underground Systems, Inc. (4-flange), or approved equal, and certified by manufacturer for compliance with specifications. Provide minimum tensile strength, yield strength and elongation of liner plates as follows: Tensile Strength = 42,000 psi Yield Strength = 28,000 psi Elongation, 2 inch — 30 percent CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised April 2017 City Project No. 100261 330507.33-6 TUNNEL CONSTRUCTION Page 6 of 11 2) Provide design calculations for either 2-flange or 4-flange Iiner plates, as appropriate for Contractor's method of construction. All steel liner plate designs shall meet the foIIowing minimum factors of safety: Seam Strength — 3 Buckling = 2 Maximum Deflection = 3 % (of nominal tunnel diameter) b. Bolts and Nuts. 1) Bolts and nuts used with lapped seam type (2-flange type) liner plates shall be not less than 5/8" (15 mm) in diameter. Bolts shall conform to ASTM A354 and ASTM A449 for plate thickness equal to or greater than 0.209 inch (5 mm), and ASTM A307 for plate thickness less than 0.209 inch (5 mm). Nuts shall conform to ASTM A307. 2) Bolts and nuts used with 4-flanged type shall be not less than 1/2" (12 mm) in diameter for plates 7 gauge or lighter, and not less than 5/8" (15 mm) in diameter for plates heavier than 7 gauge. Bolts and nuts shall be quick acting coarse thread and shall conform to ASTM A307, Grade A. 3. Fabrication. Use new material for construction of liner plates. All plates shall be punched for bolting on both longitudinal and circumferential seams or joints, and shall be fabricated to permit complete erection from inside of the tunnel. All plates shall be of uniform fabrication, and those intended for one size tunnel shall be interchangeable. 4. Grout Holes. One half of the total number of the top liner plates shall be equipped with 2." (50 mm) diameter grout holes to facilitate grouting above and around the tunnel liner conduit. All grout holes shall be equipped with screw type plugs for final watertight closure of the grout holes. 5. Rejection. The presence of any or all of them in any individual liner plate or in general in any shipment shall constitute sufficient cause for rejection: a. Uneven laps. b. Elliptical shaping. c. Variation from a straight centerline. d. Ragged edges. e. Unevenly lined or spaced bolt holes. f. Dents or bends in the metal itself. D. Steel Ring Beams and Lagging: 1. Materials a. Steel ring beams and auxiliary structural members shall be free of defects which may impair or reduce structural integrity. Steel ring beams shall be accurately curved to proper radius of tunnel section (or shaft section), and shall be bent by cold pressing in dies. The ring beard segments shall fit closely for bolted connections at segmental and transverse joints. b. Steel ring beams and lagging designs shall meet the following minimum factors of safety: Buckling = 2 Stiffness = 3 CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised April 2017 City Project No. 100261 330507.33-7 TUNNEL CONSTRUCTION Page 7 of 11 c. Provide steel appurtenances required for installation of steel ring beams, such as tic - rods, bolts, nuts, splice plates, steel spacers (dutchmen) and drift pins, with steel ring beams. d. The nuts shall conform to ASTM A307. The bolts shall conform to ASTM A449 for ring beam thickness equal to or greater than 0.209 inch (5 mm), and ASTM A307 for ring beam thickness less than 0.209 inch (5 mm). Rejection: The materials may be rejected for failure to meet any of the requirements of this specification. E. Filter Fabric: 1. Material. Nonwoven, non -biodegradable, fabric consisting of continuous chain polymer filaments or yarns, at least 85 percent by weight polyolefins, polyesters or polyamide, formed into dimensionally stable network. 2. lnstall filter fabric and backer rods as required outside of tunnel liner to prevent migration of soil fines into excavated tunnel resulting in voids or settlement. PART 3 - EXECUTION 3.1. GENERAL A. Perform tunnel construction in the manner that will minimize disturbance to the ground in front of and surrounding tunnel, minimize the surface effects of tunnel excavation, and preserve the inherent strength of the ground in front of and surrounding tunnel. Prevent significant subsidence of surface and protect structures and utilities above, and in the vicinity of, tunnel from damage. B. Support ground continuously in the manner that will prevent loss of ground and keep perimeters and faces of tunnel and bottoms of shafts stable. Use filter -fabric and other means as necessary behind tunnel liner to prevent soil migration into tunnel. C. Provide approved mining instrumentation for testing quality of tunnel atmosphere and obtain samples, under working conditions, at prescribed intervals in accordance with OSHA, Federal, State and local requirements. D. Contractor shall furnish all materials and labor to install and maintain pumps, piping, drains and other facilities for the control, collection and disposal of groundwater and construction related water from inside the tunnel and shaft excavations. Water collected in the tunnel shall be directed to the tunnel shafts for disposal. 3.2 PREPARATION A. Execute work of excavating, lining, grouting, and construction of tunnel so that ground settlement or loss will be minimized. Completed tunnel liner shall have full bearing against earth with no voids or pockets left in work. Fill peripheral space between support elements and excavated surface no less frequently than after each shore or close by expanding support elements against ground as shield advances. B. Maintain clean working conditions inside tunnel and remove muck, debris, material spills, unusable supports, and other materials not required for tunneling. C. Evaluate condition of materials to be used immediately before their use to verify their ability to serve their intended function, including steel shapes, bars, fasteners, and accessories. Contractor shall ensure that all metal objects are free of scale, rust, mud, oil, grease, concrete and other objectionable materials and of true shape. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised April 2017 City Project No. I00251 330507.33-8 TUNNEL CONSTRUCTION Page 8 of 11 D. Take proper precautions to avoid excavating earth, rock or shattering rock beyond the limits of excavation needed to install tunnel liner. E. Be aware that various existing soil borings, piezometers, or instrument wells may coincide with proposed tunnel alignment. These may or may not have been backfriled with grout therefore caution should be used in tunneling through these existing borings. Take mitigating measures to counter the effect that these boreholes, piezometers, or instrument wells may have on tunneling operations. F. Perform tunneling under railroad embankments, highways, or streets to prevent interference with operation of railroad, highways, or streets. 3.3 GROUNDWATER CONTROL AND GROUND STABILIZATION A. Provide necessary ground water control measures to perform work and to provide stable working conditions. Prevent excessive inflow of water into excavation during construction of tunnel, installation of carrier pipe and grouting of annular space (if applicable). Ground water control method shall provide means to prevent piping of fines into shafts or tunnel and other adverse effects due to groundwater inflow. Additional requirements are included in Section 3123 14 -- Dewatering. 3.4 ANCILLARY SYSTEMS A. Air Quality: Contractor shall operate and maintain adequate ventilation for the duration of the tunnel work. The ventilation system shall conform to requirements of jurisdictional authorities. 1. Provide portable testing equipment for carbon monoxide gas, hydrogen sulfide gas, oxygen deficiency, and explosive gases. Monitoring for other constituents may be required while tunneling in potentially contaminated areas. 2. Provide audible automatic gas alarm on TBM to detect explosive gases. Locate alarm near tunnel face. 3. Equip motors and controls with automatic shutoff methane monitoring system. B. Lighting: Electric lights shall be used for illumination of completed portions of the tunnel used for passage and wherever lighting is needed for inspection of the work. Provide adequate lighting with lights at a maximum spacing of 50 feet in tunnel. Fixtures and wiring shall be in watertight enclosures with suitable guards. Provide separate circuits for lighting and for electrical equipment. C. Electrical System: Equip electrical systems utilized on TBM with appropriate ground fault system. Electrical systems are to be insulated, not permitting bare -wire exposures. Electrical components shall bear the Underwriters Laboratories (U.L.) label where applicable. D. Access: Provide clear and unobstructed access through tunnel. 3.5 SHAFTS A. Construction of Shafts: Conform work for all shafts, with or without permanent structures in them, to requirements of Section 33 05 07.32 - Shaft Construction. 3.6 TUNNEL EXCAVATION AND TUNNEL LINERINSTALLATION A. Tunnel Excavation: 1. Contractor shall perform potholing or other methods to verify the presence of obstructions or utility conflicts not verified or shown on the drawings, prior to tunnel excavation. Notify Owner's Representative of obstructions found. CITY OF PORT WORTS I NSII 30-Inch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised April 2017 City Project No. 100261 330507.33-9 TUNNEL CONSTRUCTION Page 9 of 11 2. Tunnel excavation shall not begin until the following have been completed: a. Owner's Representative has reviewed the required submittals. b. Support system for shaft has been installed. c. Groundwater control has been installed and is operating. d. A safety meeting has been conducted as required by OSHA. e. Pre -Construction survey has been performed and document has been submitted to the Owner's Representative. 3. Contractor shall continuously monitor, record, and control the rate of advance with the rate and volume of excavation to ensure that no over -excavation occurs. Promptly notify Owner's Representative if the loose volume of excavated materials exceeds the theoretical excavation volume. 4. During open -face excavation: a. Excavate face commencing at crown and proceed down to invert. Excavate both sides of heading simultaneously. Keep hood buried in soil ahead where soils include sands and silts. b. Keep face breasted or otherwise supported; employ other means as necessary to maintain face stability and prevent falls, excessive raveling, or erosion. Maintain standby face supports for immediate use when needed. c. During shut -down periods, support face of excavation by positive means; do not rely solely on hydraulic pressure for support. When face is untouched for more than 24 hours, fully breast face and shove shield tight against it. 5. During closed -face excavation: a. Carefully control and monitor volume of spoil removed. For earth -pressure balance TBM, balance spoil removed with advance rate and excavation rate. b. When cutting face is withdrawn, keep excavated face stabilized as required. 6. Advancing Shield: During forward movement of shield, provide sufficient support at excavation face to prevent movement of materials except materials as are physically displaced by elements of shield itself. Excavation shall not be advanced beyond the edge of the shield. 7. Install tunnel liner immediately after excavation of tunnel and as close to the heading as the work will permit. B. Tunnel Liner Installation: 1. Provide tunnel liner which is capable of supporting ground, and hydrostatic forces, and resisting construction loads until permanent carrier pipe has been installed and grouted in place. 2. Damaged or improperly installed tunnel liner shall be removed and replaced, or repaired immediately. 3. Welding shall conform to the applicable requirements ofAWS D1.1. 4. Use methods that ensure full bearing of soil against tunnel liner without significant settlement or movement of surrounding soil. To fill void behind tunnel liner and limits of excavation, either expandable liner (e.g., steel ring beams and lagging) or non -expandable liner (e.g., bolted steel liner plates) may be used provided grout is placed between nonexpendable liner and limits of excavation. 5. Grouting: Requirements pertaining to grout mix design and tunnel grouting are provided in Section 33 05 07.34 - Tunnel Grouting. 6. Steel ring beams and lagging CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised April 2017 City Project No. 100261 33 05 07.33 _ 10 TUNNEL CONSTRUCTION Page 10 of 11 a. Steel ring beams shall be either expanded or blocked, as required to provide adequate ground support. b. Expanded steel ring beams shall achieve continuous contact with the surrounding ground. c. Secure ring beams against longitudinal movement or distortion. d. Fill voids between limits of excavation and ring beams and lagging with grout. 7. Expandable liner shall be continuous and shall be expanded to limits of excavation promptly after it is out of shield. 8. Install filter fabric around exterior of tunnel liner when using non -watertight liner or when tunneling through sandy or silty ground conditions. C. Hand Jacking of Casing Pipe: 1. Provide heavy-duty jacks of capacity suitable for forcing casing pipe through ground. Provide suitable jacking frame and/or back stop. 2. Excavate ground material just ahead of casing pipe, and remove through casing pipe. Then force casing pipe through ground with jacks, into space thus provided. 3. Excavate heading so that both sides of heading are excavated simultaneously. 4. At end of each shift and whenever excavation is suspended or shut down, install breast boards, or other approved methods, across full face of heading. 3.7 CONTROL OF TUNNEL LINE AND GRADE A. Earth Movement: Contractor is responsible for damages due to settlement from construction - induced activities or occurrences. 1. In the event that ground movement is detected, correct problems causing or resulting from movement before proceeding. B. Tunnel Line and. Grade: 1. Control excavation of tunnel and construction of tunnel liner to allow construction of carrier pipe within 6 inches on line and 4 inches on grade without causing damage to carrier pipe, and to maintain circular shape of tunnel. 3.8 MONITORING A. Monitoring Instrumentation: This specification establishes minimum instrumentation requirements for tunneling. 1. Install and maintain system of instrumentation to monitor tunneling operation and to detect movement in soil and adjacent structures. 2. All materials and instruments shaII be new. 3. Instruments shall consist of no less than sufficient number of inclinometers and crack monitors at bridge and adjacent structures and sufficient piezometers. 4. Surface protection shall be flush with the ground surface in paved or other areas. For all instruments provide roadway boxes with a 5/4-inch lock lid as indicated and manufactured by Tyler Pipe, Tyler, TX, or Bresnahan Foundry, Hatfield, MA, or approved equal. 5. The extensometer shall be Model 1600 manufactured by Geokon, Inc., Lebanon, New Hampshire, or approved equal. 6. Provide inclinometer casing, probe, cable, readout unit, and accessories, as manufactured by Durham Goo Slope Indicator, Mukilteo, WA, or approved equal, CITY OF FORT WORTH NSII 30-Inch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised April 2017 City Project No. 100261 33 05 07.33 - 11 TUNNEL CONSTRUCTION Page I I of I 7. Protect instruments and monitoring equipment from damage during operations. Replace or repair damaged instruments or monitoring equipment prior to resuming operations. B. Settlement Surveying: This specification establishes minimum settlement survey requirements for structures where required. 1. Locate survey points on all structures within distance equal to depth of tunnel but at least 50 feet in plan from tunnel centerline. Locate survey points at crossings under installations as follows: Roads: Road centerline and each shoulder of the road over the centerline of the tunnel Railroad: Top of each rail over centerline of the tunnel Top of each rail over the outside edges of the tunnel Top of each rail 25 feet from the outside edges of the tunnel Top of each rail 50 feet from the outside edges of the tunnel Utilities and Pipelines: Directly above, and 10 feet before and after intersection C. Establish vertical control points at distance from construction areas that avoids disturbance due to ground settlement. Measure and maintain records of deformation of tunnel liner. D. Reading Schedule 1. Take initial readings of surface points before tunnel or shaft construction is started. 2. Take daily readings from various instruments and survey points starting when construction is approaching or near critical structures (structures, bridge piers, pipelines, etc. that are partially or entirely located within distance equal to depth of tunnel but at least 50 feet in plan from tunnel centerline), and continuing until carrier pipe has been installed and shaft has been completely backfilled, and until no more detectable movement occurs. 3. Take immediate remedial action when movement, cracking, or settlement is detected. 4. At end of construction after carrier pipe is installed, and dewatering is discontinued, make final survey of control points established for instrumentation and observation. 3.9 DISPOSAL OF EXCESS MATERIAL A. Remove spoil from job site and dispose in accordance with Section 01 50 00 - Construction Facilities and Temporary Controls. END OF SECTION CITY OF FORT WORThI NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised April 2017 City Project No. 100261 3305 10- 1 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page I of 21 SECTION 33 05 10 UTILITY TRENCI4 EXCAVATION, EMBEDMENT AND BACKFILL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Excavation, Embedment and Backf ll for: a. Pressure Applications 1) Water Distribution or Transmission Main 2) Wastewater Force Main 3) Reclaimed Water Main b. Gravity Applications 1) Wastewater Gravity Mains 2) Storm Sewer Pipe and Culverts 3) Storm Sewer Precast Box and Culverts 2. Including: a. Excavation of all material encountered, including rock and unsuitable materials b. Disposal of excess unsuitable material c. Site specific trench safety d. Pumping and dewatering e. Embedment f. Concrete encasement for utility lines g. Backfill h. Compaction B. Deviations from this City of Fort Worth Standard Specification I. 1.2 AA a.1- Ground water control is subsidiary 2. 3.4 E.3 a- Add surface differentiation 3. 3.4 E.3 b- Add surface differentiation and compaction 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 02 41 13 — Selective Site Demolition 4. Section 02 41 15 Paving Removal 5. Section 02 41 14 — Utility Removal/Abandonment 6. Section 03 30 00 -- Cast -in -place Concrete 7. Section 03 34 13 — Controlled Low Strength Material (CLSM) 8. Section 31 10 00 — Site Clearing 9, Section 3125 00 —Erosion and Sediment Control 10. Section 33 05 26 — Utility Markers/Locators 11. Section 34 71 13 — Traffic Control CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 12, 2016 City Project No. 100261 3305 10 - 2 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 2 of 21 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Trench Excavation, Embedment and Backfill associated with the installation of an underground utility or excavation a. Measurement 1) This Item is considered subsidiary to the installation of the utility pipe line as designated in the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item are considered subsidiary to the installation of the utility pipe for the type of embedment and backfill as indicated on the plans. No other compensation will be allowed. Imported Embedment or Backfill a. Measurement 1) Measured by the cubic yard as delivered to the site and recorded by truck ticket provided to the City b. Payment 1) Imported fill shall only be paid when using materials for embedment and backfill other than those identified in the Drawings. The work performed and materials furnished in accordance with pre -bid item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Imported Embedment/Backfill" delivered to the Site for: a) Various embedment/backfill materials c. The price bid shall include: 1) Furnishing backfill or embedment as specified by this Specification 2) Hauling to the site 3) Placement and compaction of backfill or embedment Concrete Encasement for Utility Lines a. Measurement 1) Measured by the cubic yard per plan quantity. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Concrete Encasement for Utility Lines" per plan quantity. c. The price bid shall include: 1) Furnishing, hauling, placing and finishing concrete in accordance with Section 03 30 00 2) Clean-up 4. Ground Water Control a. Measurement 1) Ground Water Control shall be considered subsidiary to pipeline installation. 2) r, easuFemer+ shall be lump s when a gr-ound w tar , pfal lea ; specifically required by the Contract Documents. b. Payment CITY OF PORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SII 170) Revised December 12, 2016 City Project No. 100261 3305 10--3 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKPILL Page 3 of 21 1) The work performed and materials furnished in accordance with this Item shall be considered subsidiary to pipe installation and backfill indicated on the plans. No additional compensation will be allowed. 5. Trench Safety a. Measurement 1) Measured per linear foot of excavation for all trenches that require trench safety in accordance with OSHA excavation safety standards (29 CFR Part 1926 Subpart P Safety and Health regulations for Construction) b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement' will be paid for at the unit price bid per linear foot of excavation to comply with OSHA excavation safety standards (29 CFR Part 1926.650 Subpart P), including, but not limited to, all submittals, labor and equipment. 1.3 REFERENCES A. Definitions 1. General — Definitions used in this section are in accordance with Terminologies ASTM F412 and ASTM D8 and Terminology ASTM D653, unless otherwise noted. 2. Definitions for trench width, backfilI, embedment, initial backfill, pipe zone, haunching bedding, springline, pipe zone and foundation are defined as shown in the following schematic: CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 12, 2016 City Project No. 100261 330510-4 UTILITY TRENCHEXCAVATTON, EMBEDMENT, AND BACKFILL Page 4 of 21 k.; � 2PA1+'ED AKAS % UNPAVED AREAS / L� k'•/f' Y U m Q � f J /X�j INITIAL BACKELL z LLJ w LJ 5PNE Rl;cis ----- m „f `v LLJ /� / 1.AV— I� 1 U BEDDING FOUNDATION r OD CLEARANCE EXCAVATED TRENCH WIDTH 3. Deleterious materials -- Harmful materials such as clay lumps, silts and organic material 4. Excavated Trench Depth — Distance from the surface to the bottom of the bedding or the trench foundation 5. Final Backiill Depth a. Unpaved Areas —The depth of the final backfill measured from the top of the initial backfill to the surface b. Paved Areas The depth of the final backfill measured from the top of the initial backfill to bottom of permanent or temporary pavement repair B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM Standards: a. ASTM C33-08 Standard Specifications for Concrete Aggregates b. ASTM C88-05 Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate c. ASTM C136-01 Test Method for Sieve Analysis of Fine and Coarse Aggregate d. ASTM D448-08 Standard Classification for Sizes of Aggregate for Road and Bridge Construction. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part: 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 12, 2016 City Project No. 400261 330510-5 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 5 of21 e. ASTM C535-09 Standard Test Method for Resistance to Degradation of Large - Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine f. ASTM D588 — Standard Test method for Moisture -Density Relations of Soil - Cement Mixture g. ASTM D698-07 Test Method for Laboratory Compaction Characteristics of Soil Using Stand Efforts (12,400 ft-lb/ft3 600 Kn-m/M3)). It. ASTM 1556 Standard Test Methods for Density and Unit Weight of Soils in Place by Sand Cone Method. i. ASTM 2487 — 10 Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System) j. ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity -Flow Applications k. ASTM D2922 Standard Test Methods for Density of Soils and Soil Aggregate in Place by Nuclear Methods (Shallow Depth) 1. ASTM 3017 - Standard Test Method for Water Content of Soil and Rock in place by Nuclear Methods (Shallow Depth) In. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit Weight of Soils and Calculations of Relative Density 3. OSHA a. Occupational Safety and Health Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - Excavations 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Utility Company Notification a. Notify area utility companies at least 48 hours in advance, excluding weekends and holidays, before starting excavation. b. Request the location of buried lines and cables in the vicinity of the proposed work. B. Sequencing 1. Sequence work for each section of the pipe installed to complete the embedment and backfill placement on the day the pipe foundation is complete. 2. Sequence work such that proctors are complete in accordance with ASTM D698 prior to commencement of construction activities. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to construction. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Shop Drawings 1. Provide detailed drawings and explanation for ground water and surface water control, if required. 2. Trench Safety Plan in accordance with Occupational Safety and Health Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - Excavations 3. Stockpiled excavation and/or backfill material CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 12, 2016 City Project No. 100261 330510-6 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 6 of 21 a. Provide a description of the storage of the excavated material only if the Contract Documents do not allow storage of materials in the right-of-way of the easement. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage 1. Within Existing Rights -of -Way (ROW) a. Spoil, imported embedment and backfill materials may be stored within existing ROW, easements or temporary construction easements, unless specifically disallowed in the Contract Documents. b. Do not block drainage ways, inlets or driveways. c. Provide erosion control in accordance with Section 3125 00. d. Store materials only in areas barricaded as provided in the traffic control plans. e. In non -paved areas, do not store material on the root zone of any trees or in landscaped areas. 2. Designated Storage Areas a. If the Contract Documents do not allow the storage of spoils, embedment or backfill materials within the ROW, easement or temporary construction easement, then secure and maintain an adequate storage location. b. Provide an affidavit that rights have been secured to store the materials on private property. c. Provide erosion control in accordance with Section 3125 00. d. Do not block drainage ways. e. Only materials used for 1 working day will be allowed to be stored in the work zone. B. Deliveries and haul -off - Coordinate all deliveries and haul -off. 1.11 FIELD [SITE] CONDITIONS A. Existing Conditions 1. Any data which has been or may be provided on subsurface conditions is not intended as a representation or warranty of accuracy or continuity between soils. It is expressly understood that neither the City nor the Engineer will be responsible for interpretations or conclusions drawn there from by the Contractor. 2. Data is trade available for the convenience of the Contractor. CITY OF FORT WORTH NS1130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing ofSH 170) Revised December 12, 2016 City Project No. 100261 330510-7 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND 6ACKFILL Page 7 of 21 1.12 WARRANTY ]NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS 2.2 MATERIALS A. Materials Utility Sand a. Granular and free flowing b. Generally meets or exceeds the limits on deleterious substances per Table 1 for fine aggregate according to ASTM C 33 c. Reasonably free of organic material d. Gradation: sand material consisting of durable particles, free of thin or elongated pieces, lumps of clay, loam or vegetable matter and meets the following gradation may be used for utility sand embedment/backfill, and graded with following limits when tested in accordance with ASTM C 136. Sieve Size Percent Retained 0 r/4" 0-5 #4 0-10 #16 0-20 #50 20-70 # 100 60-90 9200 90-100 2. Crushed Rock a. Durable crushed rock or recycled concrete b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 c. May be unwashed d. Free from significant silt clay or unsuitable materials e. Percentage of wear not more than 40 percent per ASTM C131 or C535 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of sodium sulfate soundness per ASTM C88 3. Fine Crushed Rock a. Durable crushed rock b. Meets the gradation of ASTM D448 size numbers 8 or 89 c. May be unwashed d. Free from significant silt clay or unsuitable materials. e. Have a percentage of wear not more than 40 percent per ASTM C 13 1 or C535 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of sodium sulfate soundness per ASTM C88 4. Ballast Stone a. Stone ranging from 3 inches to 6 inches in greatest dimension. b. May be unwashed c. Free from significant silt clay or unsuitable materials d. Percentage of wear not more than 40 percent per ASTM C 131 or C535 CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 12, 2016 City Project No. 100261 330510-8 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 8 of 21 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of sodium sulfate soundness per ASTM C88 5. Acceptable Backfill Material a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with ASTM D2487 b. Free from deleterious materials, boulders over 6 inches in size and organics c. Can be placed free from voids d. Must have 20 percent passing the number 200 sieve 6. Blended Backfill Material a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 b. Blended with in -situ or imported acceptable backfill material to meet the requirements of an Acceptable Backfill Material c. Free from deleterious materials, boulders over 6 inches in size and organics d. Must have 20 percent passing the number 200 sieve 7. Unacceptable Backfill Material a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM D2487 8. Select Fill a. Classified as SC or CL in accordance with ASTM D2487 b. Liquid limit less than 35 c. Plasticity index between 8 and 20 9. Cement Stabilized Sand (CSS) a. Sand 1) ShaII be clean, durable sand meeting grading requirements for fine aggregates of ASTM C33 and the following requirements: a) Classified as SW, SP, or SM by the United Soil Classification System of ASTM D2487 b) Deleterious materials (1) Clay lumps, ASTM C142, less than 0.5 percent (2) Lightweight pieces, ASTM C123, less than 5.0 percent (3) Organic impurities, ASTM C40, color no darker than standard color (4) Plasticity index of 4 or less when tested in accordance with ASTM D4318. b. Minimum of 4 percent cement content of Type I/II portland cement c. Water 1) Potable water, free of soils, acids, alkalis, organic matter or other deleterious substances, meeting requirements of ASTM C94 d. Mix in a stationary pug mill, weigh -batch or continuous mixing plant. e. Strength 1) 50 to 150 psi compressive strength at 2 days in accordance with ASTM D1633, Method A 2) 200 to 250 psi compressive strength at 28 days in accordance with ASTM D1633, Method A 3) The maximum compressive strength in 7 days shall be 400 psi. Backfill that exceeds the maximum compressive strength shall be removed by the Contractor for no additional compensation. CITY OF FORT WORTH NSII 30-Inch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing ofSH 170) Revised December 12, 2016 City Project No. 100261 330510-9 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 9 of 21 f. Random samples of delivered product will be taken in the field at point of delivery for each day of placement in the work area. Specimens will be prepared in accordance with ASTM D1632. 10. Controlled Low Strength Material (CLSM) a. Conform to Section 03 34 13 11. Trench Geotextile Fabric a. Soils other than ML or OH in accordance with ASTM D2487 1) Needle punch, nonwoven geotextile composed of polypropylene fibers 2) Fibers shall retain their relative position 3) Inert to biological degradation 4) Resist naturally occurring chemicals 5) UV Resistant 6) Mirafi 140N by Tencate, or approved equal b. Soils Classified as NIL or OH in accordance with ASTM D2487 1) High -tenacity monofilament polypropylene woven yarn 2) Percent open area of 8 percent to 10 percent 3) Fibers shall retain their relative position 4) Inert to biological degradation 5) Resist naturally occurring chemicals 6) UV Resistant 7) Mirafi FW402 by Tencate, or approved equal 12. Concrete Encasement a. Conform to Section 03 30 00. 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 I . Review all known, identified or marked utilities, whether public or private, prior to excavation. 2. Locate and protect all known, identified and marked utilities or underground facilities as excavation progresses. 3. Notify all utility owners within the project limits 48 hours prior to beginning excavation. 4. The information and data shown in the Drawings with respect to utilities is approximate and based on record information or on physical appurtenances observed within the project limits. 5. Coordinate with the Owner(s) of underground facilities. 6. Immediately notify any utility owner of damages to underground facilities resulting from construction activities. 7. Repair any damages resulting from the construction activities. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 12, 2016 City Project No. 100261 3305 10-10 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 10 of21 B. Notify the City immediately of any changed condition that impacts excavation and installation of the proposed utility. 3.3 PREPARATION A. Protection of In -Place Conditions 1. Pavement a. Conduct activities in such a way that does not damage existing pavement that is designated to remain. 1) Where desired to move equipment not licensed for operation on public roads or across pavement, provide means to protect the pavement from all damage. b. Repair or replace any pavement damaged due to the negligence of the contractor outside the limits designated for pavement removal at no additional cost to the City. 2. Drainage a. Maintain positive drainage during construction and re-establish drainage for all swales and culverts affected by construction. 3. Trees a. When operating outside of existing ROW, stake permanent and temporary construction easements. b. Restrict all construction activities to the designated easements and ROW. c. Flag and protect all trees designated to remain in accordance with Section 31 10 00. d. Conduct excavation, embedment and backfill in a manner such that there is no damage to the tree canopy. e. Prune or trim tree limbs as specifically allowed by the Drawings or as specifically allowed by the City. 1) Pruning or trimming may only be accomplished with equipments .. specifically designed for tree pruning or trimming. f. Remove trees specifically designated to be removed in the Drawings in accordance with Section 31 10 00, 4. Above ground Structures a. Protect all above ground structures adjacent to the construction. b. Remove above ground structures designated for removal in the Drawings in accordance with Section 02 41 13 5. Traffic a. Maintain existing traffic, except as modified by the traffic control plan, and in accordance with Section 34 71 13. , b. Do not block access to driveways or alleys for extended periods of time unless: 1) Alternative access has been provided 2) Proper notification has been provided to the property owner or resident 3) It is specifically allowed in the traffic control plan c. Use traffic rated plates to maintain access until access is restored. 6. Traffic Signal — Poles, Mast Arms, Pull boxes, Detector loops a. Notify the City's Traffic Services Division a minimum of 48 hours prior to any excavation that could impact the operations of an existing traffic signal. b. Protect all traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit and detector loops. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 12, 2016 City Project No. 100261 330510.11 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 11 of 21 c. Immediately notify the City's Traffic Services Division if any damage occurs to any component of the traffic signal due to the contractors activities. d. Repair any damage to the traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit and detector loops as a result of the construction activities. 7. Fences a. Protect all fences designated to remain. b. Leave fence in the equal or better condition as prior to construction. 3.4 INSTALLATION A. Excavation 1. Excavate to a depth indicated on the Drawings. 2. Trench excavations are defined as unclassified. No additional payment shall be granted for rock or other in -situ materials encountered in the trench. 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings and bracing in accordance with the Excavation Safety Plan. 4. The bottom of the excavation shall be firm and free from standing water. a. Notify the City immediately if the water and/or the in -situ soils do not provide for a firm trench bottom. b. The City will determine if any changes are required in the pipe foundation or bedding. 5. Unless otherwise permitted by the Drawings or by the City, the limits of the excavation shall not advance beyond the pipe placement so that the trench may be backfilled in the same day. 6. Over Excavation a. pill over excavated areas with the specified bedding material as specified for the specific pipe to be installed. b. No additional payment will be made for over excavation or additional bedding material. 7. Unacceptable Backfill Materials a. In -situ soils classified as unacceptable backfill material shall be separated from acceptable backfill materials. b. If the unacceptable backfill material is to be blended in accordance with this Specification, then store material in a suitable location until the material is blended. c. Remove all unacceptable material from the project site that is not intended to be blended or modified. S. Rock — No additional compensation will be paid for rock excavation or other changed field conditions. B. Shoring, Sheeting and Bracing 1. Engage a Licensed Professional Engineer in the State of Texas to design a site specific excavation safety system in accordance with Federal and State requirements. 2. Excavation protection systems shall be designed according to the space limitations as indicated in the Drawings. 3. Furnish, put in place and maintain a trench safety system in accordance with the Excavation Safety Plan and required by Federal, State or local safety requirements. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 12, 2016 City Project No. 100261 3305 10 - 12 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 12 of 2 I 4. If soil or water conditions are encountered that are not addressed by the current Excavation Safety Plan, engage a Licensed Professional Engineer in the State of Texas to modify the Excavation Safety Plan and provide a revised submittal to the city. 5. Do not allow soil, or water containing soil, to migrate through the Excavation Safety System in sufficient quantities to adversely affect the suitability of the Excavation Protection System. Movable bracing, shoring plates or trench boxes used to support the sides of the trench excavation shall not: a. Disturb the embedment located in the pipe zone or lower b. Alter the pipe's line and grade after the Excavation Protection System is removed c. Compromise the compaction of the embedment located below the spring line of the pipe and in the haunching C. Water Control I . Surface Water a. Furnish all materials and equipment and perform all incidental work required to direct surface water away from the excavation. 2. Ground Water a. Furnish all materials and equipment to dewater ground water by a method which preserves the undisturbed state of the subgrade soils. b. Do not allow the pipe to be submerged within 24 hours after placement. c. Do not allow water to flow over concrete until it has sufficiently cured. d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water Control Plan if any of the following conditions are encountered: 1) A Ground Water Control Plan is specifically required by the Contract Documents 2) If in the sole judgment of the City, ground water is so severe that an Engineered Ground Water Control Plan is required to protect the trench or the installation of the pipe which may include: a) Ground water levels in the trench are unable to be maintained below the top of the bedding b) A firm trench bottom cannot be maintained due to ground water c) Ground water entering the excavation undermines the stability of the excavation. d) Ground water entering the excavation is transporting unacceptable quantities of soils through the Excavation Safety System. e. In the event that there is no bid item for a Ground Water Control and the City requires an Engineered Ground Water Control Plan due to conditions discovered at the site, the contractor will be eligible to submit a change order. f. Control of ground water shall be considered subsidiary to the excavation when: 1) No Ground Water Control Plan is specifically identified and required in the Contract Documents g. Ground Water Control Plan installation, operation and maintenance 1) Furnish all materials and equipment necessary to implement, operate and maintain the Ground Water Control Plan. 2) Once the excavation is complete, remove all ground water control equipment not called to be incorporated into the work. h. Water Disposal 1) Dispose of ground water in accordance with City policy or Ordinance. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 12, 2016 City Project No. 100261 3305 10-13 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND 13ACKFILL Page 13 of 21 2) Do not discharge ground water onto or across private property without written permission. 3) Permission from the City is required prior to disposal into the Sanitary Sewer. 4) Disposal shall not violate any Federal, State or local regulations. D. Embedment and Pipe Placement 1. Water Lines less than, or equal to, 12 inches in diameter: a. The entire embedment zone shall be of uniform material. b. Utility sand shall be generally used for embedment. c. If ground water is in sufficient quantity to cause sand to pump, then use crushed rock as embedment. 1) If crushed rock is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. d. Place evenly spread bedding material on a firm trench bottom. e. Provide firm, uniform bedding. f: Place pipe on the bedding in accordance with the alignment of the Drawings. g. In no case shall the top of the pipe be less than 42 inches from the surface of the proposed grade, unless specifically called for in the Drawings. h. Place embedment, including initial backfill, to a minimum of 6 inches, but not more than 12 inches, above the pipe. i. Where gate valves are present, the initial backfill shall extend to 6 inches above the elevation of the valve nut. j. Form all blocking against undisturbed trench wall to the dimensions in the Drawings. k. Compact embedment and initial backfill. 1. Place marker tape on top of the initial trench backfill in accordance with Section 33 05 26. 2. Water Lines 16-inches through 24-inches in diameter: a. The entire embedment zone shall be of uniform material. b. Utility sand may be used for embedment when the excavated trench depth is less than 15 feet deep. c. Crushed rock or fine crushed rock shall be used for embedment for excavated trench depths 15 feet, or greater. d. Crushed rock shall be used for embedment for steel pipe. e. Provide trench geotextile fabric at any location where crushed rock or fine crushed rock come into contact with utility sand f. Place evenly spread bedding material on a firm trench bottom. g. Provide firm, uniform bedding. 1) AdditionaI bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. h. Place pipe on the bedding according to the alignment shown on the Drawings. i. The pipe line shall be within: 1) �3 inches of the elevation on the Drawings for 16-inch and 24-inch water lines j. PIace and compact embedment material to adequately support haunches in accordance with the pipe manufacturer's recommendations. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SII 170) Revised December 12, 2016 City Project No. 100261 3305 10 - 14 U'CILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 14 of 21 k. Place remaining embedment including initial backfill to a minimum of 6 inches, but not more than 12 inches, above the pipe. 1. Where gate valves are present, the initial backfill shall extend to up to the valve nut. in. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. n. Density test may be performed by City to verify that the compaction of embedment meets requirements. o. Place trench geotextile fabric on top of the initial backfill. p. Place marker tape on top of the trench geotextile fabric in accordance with Section 33 05 26. 3. Water Lines 30-inches and greater in diameter a. The entire embedment zone shall be of uniform material. b. Crushed rock shaII be used for embedment. c. Provide trench geotextile fabric at any location where crushed rock or fine crushed rock come into contact with utility sand. d. Place evenly spread bedding material on a firm trench bottom. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unlit price. f. Place pipe on the bedding according to the alignment shown on the Drawings. g. The pipe line shall be within; 1) 11 inch of the elevation on the Drawings for 30-inch and larger water lines h. Place and compact embedment material to adequately support haunches in accordance with the pipe manufacturer's recommendations. i. For steel pipe greater than 30 inches in diameter, the initial embedment lift shall not exceed the spring line prior to compaction. j . Place remaining embedment, including initial backfill, to a minimum of 6 inches, but not more than 12 inches, above the pipe. k. Where gate valves are present, the initial backfill shall extend to up to the valve nut. 1. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. in. Density test may be performed by City to verify that the compaction of embedment meets requirements. n. Place trench geotextile fabric on top of the initial backfill. o. Place marker tape on top of the trench geotextile fabric in accordance with Section 33 05 26. 4. Sanitary Sewer Lines and Storm Sewer Lines (HDPE) a. The entire embedment zone shall be of uniform material. b. Crushed rock shall be used for embedment. c. Place evenly spread bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the sanitary sewer pipe line. e. Provide firm, uniform bedding. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 470) Revised December 12, 2016 City Project No. 100261 3305 10-15 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 15 of21 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f Place pipe on the bedding according to the alignment shown in the Drawings. g. The pipe line shall be within 71:0.1 inches of the elevation, and be consistent with the grade shown on the Drawings. h. Place and compact embedment material to adequately support haunches in accordance with the pipe manufacturer's recommendations. i. For sewer lines greater than 30 inches in diameter, the embedment lift shall not exceed the spring line prior to compaction. j. Place remaining embedment including initial backfill to a minimum of 6 inches, but not more than 12 inches, above the pipe. k. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. 1. Density test may be performed by City to verify that the compaction of embedment meets requirements. in. Place trench geotextile fabric on top of the initial backfill. n. Place marker tape on top of the trench geotextile fabric in accordance with Section 33 05 26. 5. Storm Sewer (RCP) a. The bedding and the pipe zone up to the spring line shall be of uniform material. b. Crushed rock shall be used for embedment up to the spring line. c. The specified backfill material may be used above the spring line. d. Place evenly spread bedding material on a firm trench bottom. e. Spread bedding so that lines and grades are maintained and that there are no sags in the storm sewer pipe line. f. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. g. Place pipe on the bedding according to the alignment of the Drawings. h. The pipe line shall be within ±0. I inches of the elevation, and be consistent with the grade, shown on the Drawings. L Place embedment material up to the spring line. 1) PIace embedment to ensure that adequate support is obtained in the haunch. j. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. k. Density test may be performed by City to verify that the compaction of embedment meets requirements. 1. Place trench geotextile fabric on top of pipe and crushed rock. 6. Storm Sewer Reinforced Concrete Box a. Crushed rock shall be used for bedding. b. The pipe zone and the initial backfill shall be: 1) Crushed rock, or CITY OF FORT WORTH NSH 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 12, 2016 City Project No. 100261 330510-16 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 16 of21 2) Acceptable backfill material compacted to 95 percent Standard Proctor density c. Place evenly spread compacted bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the storm sewer pipe line. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f. Fill the annular space between multiple boxes with crushed rock, CLSM according to 03 34 13. g. Place pipe on the bedding according to the alignment of the Drawings. h. The pipe shall be within ±0.I inches of the elevation, and be consistent with the grade, shown on the Drawings. i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM D698. 7. Water Services (Less than 2 Inches in Diameter) a. The entire embedment zone shall be of uniform material. b. Utility sand shall be generally used for embedment. c. Place evenly spread bedding material on a firm trench bottom. d. Provide firm, uniform bedding. e. Place pipe on the bedding according to the alignment of the Plans. f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698, 8. Sanitary Sewer Services a. The entire embedment zone shall be of uniform material. b. Crushed rock shall be used for embedment. c. Place evenly spread bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the sanitary sewer pipe line. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f. Place pipe on the bedding according to the alignment of the Drawings. g. Place remaining embedment, including initial backfill, to a minimum of 6 inches, but not more than 12 inches, above the pipe. h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. i. Density test may be required to verify that the compaction meets the density requirements. B. Trench Backfill 1. At a minimum, place backfill in such a manner that the required in -place density and moisture content is obtained, and so that there will be no damage to the surface, pavement or structures due to any trench settlement or trench movement. a. Meeting the requirement herein does not relieve the responsibility to damages associated with the Work. CrrY OF FORT WORTH NSH 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 12, 2016 City Project No. 100261 3305 10 - 17 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 17 of 21 2. BackfiIl Material a. Final backfill depth less than 15 feet 1) Backfill with: a) Acceptable backfill material b) Blended backfill material, or c) Select backfill material, CSS, or CLSM when specifically required b. Final backfill depth 15 feet or greater: (under pavement or future pavement) 1) Backfill depth from 0 to 15 feet deep a) Backfill with: (1) Acceptable backfill material (2) Blended backfill material, or (3) Select backfill material, CSS, or CLSM when specifically required 2) Backfill depth from 15 feet and greater a) Backfill with: (1) Select Fill (2) CSS, or (3) CLSM when specifically required c. Final backfill depth 15 feet or greater: (not under pavement or future pavement) 1) Backfill with: a) Acceptable backfill material, or b) Blended backfill material d. Backfill for service lines: 1) BackfiIl for water or sewer service lines shall be the same as the requirement of the main that the service is connected to. 3. Required Compaction and Density a. Final backfill (depths less than 15 feet under unimproved surfaces) 1) Compact acceptable backfill material, blended backfill material or select backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at moisture content within -2 to -15 percent of the optimum moisture. 2) CSS or CLSM requires no compaction. b. Final backfill (depths less than 15 feet under existing or future pavement) 1) _Compact acceptable backfill material, blended backfill material or select backfill to a minimum of 98 percent Standard Proctor per ASTM D698 at moisture content within -2 to +5 percent of the optimum moisture. 2) CSS or CLSM requires no compaction. c. Final backfill (depths 15 feet and greater/under existing or future pavement) 1) Compact select backfill to a minimum of 98 percent Standard Proctor per ASTM D 698 at moisture content within -2 to +5 percent of the optimum moisture. 2) CSS or CLSM requires no compaction. d. Final backfill (depths 15 feet and greater/not under existing or future pavement) 1) Compact acceptable backfill material blended backfill material, or select backfill to a minimum of 95 percent Standard Proctor per ASTM D 698 at moisture content within -2 to +5 percent of the optimum moisture. 4. Saturated Soils a. If in -situ soils consistently demonstrate that they are greater than 5 percent over optimum moisture content, the soils are considered saturated. b. Flooding the trench or water jetting is strictly prohibited. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 12, 2016 City Project No. 100261 3305 10-18 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 18 of21 c. If saturated soils are identified in the Drawings or Geotechnical Report in the Appendix, Contractor shall proceed with Work following all backfill procedures outlined in the Drawings for areas of soil saturation greater than 5 percent. d. If saturated soils are encountered during Work but not identified in Drawings or Geotechnical Report in the Appendix: 1) The Contractor shall: a) Immediately notify the City. b) Submit a Contract Claim for Extra Work associated with direction from City. 2) The City shall: a) Investigate soils and determine if Work can proceed in the identified location. b) Direct the Contractor of changed backfill procedures associated with the saturated soils that may include: (1) Imported backfill (2) A site specific backfill design 5. Placement of Backlill a. Use only compaction equipment specifically designed for compaction of a particular soil type and within the space and depth limitation experienced in the trench. b. Flooding the trench or water setting is strictly prohibited. e. Place in loose lifts not to exceed 12 inches. d. Compact to specified densities. e. Compact only on top of initial backfill, undisturbed trench or previously compacted backfill. f. Remove any loose materials due to the movement of any trench box or shoring or due to sloughing of the trench wall. g. Install appropriate tracking bails for water and sanitary sewer trenches in accordance with Section 33 05 26. 6. Back -fill Means and Methods Demonstration a. Notify the City in writing with sufficient time for the City to obtain samples and perform standard proctor test in accordance with ASTM D698. b. The results of the standard proctor test must be received prior to beginning excavation. c. Upon commencing of backfill placement for the project the Contractor shall demonstrate means and methods to obtain the required densities. d. Demonstrate Means and Methods for compaction including: 1) Depth of lifts for backfill which shall not exceed 12 inches 2) Method of moisture control for excessively dry or wet backfill 3) Placement and moving trench box, if used 4) Compaction techniques in an open trench 5) Compaction techniques around structure e. Provide a testing trench box to provide access to the recently backfilled material. f. The City will provide a qualified testing lab full time during this period to randomly test density and moisture continent. 1) The testing lab will provide results as available on the job site. 7. Varying Ground Conditions CITY OF FORT WORTH NSI130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 12, 2016 City Project No. 100261 3305 10 - 19 UTILITY TRENCH EXCAVATION, EMBFDMFNT, AND BACKFILL Page 19 of21 a. Notify the City of varying ground conditions and the need for additional proctors. b. Request additional proctors when soil conditions change. c. The City may acquire additional proctors at its discretion. d. Significant changes in soil conditions will require an additional Means and Methods demonstration. 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION f NOT USED] 3.7 FIELD QUALITY CONTROL A. Field Tests and Inspections Proctors a. The City will perform Proctors in accordance with ASTM D698. b. Test results will generally be available to within 4 calendar days and distributed to: 1) Contractor 2) City Project Manager 3) City Inspector 4) Engineer c. Notify the City if the characteristic of the soil changes. d. City will perform new proctors for varying soils: 1) When indicated in the geotechnical investigation in the Appendix 2) If notified by the Contractor 3) At the convenience of the City e. Trenches where different soil types are present at different depths, the proctors shall be based on the mixture of those soils. 2. Density Testing of Backfill a. Density Tests shall be in conformance with ASTM D2922. b. Provide a testing trench protection for trench depths in excess of 5 feet. c. Place, move and remove testing trench protection as necessary to facilitate all test conducted by the City. d. For final backfill depths less than 15 feet and trenches of any depth not under existing or future pavement: 1) The City will perform density testing twice per working day when backfilling operations are being conducted. 2) The testing lab shall take a minimum of 3 density tests of the current lift in the available trench. e. For final backfill depths 15 feet and greater deep and under existing or future pavement: 1) The City will perform density testing twice per working day when backfilling operations are being conducted. 2) The testing lab shall take a minimum of 3 density tests of the current lift in the available trench. 3) The testing lab will remain onsite sufficient time to test 2 additional lifts. f. Make the excavation available for testing. g. The City will determine the location of the test. h. The City testing lab will provide results to Contractor and the City's Inspector upon completion of the testing. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 12, 2016 City Project No. 100261 3305 10 - 20 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 20 of 21 i. A formal report will be posted to the City's Buzzsaw site within 48 hours. j. Test reports shall include: 1) Location of test by station number 2) Time and date of test 3) Depth of testing 4) Field moisture 5) Dry density 6) Proctor identifier 7) Percent Proctor Density 3. Density of Embedment a. Storm sewer boxes that are embedded with acceptable backfill material, blended backfill material, cement modified backfili material or select material will follow the same testing procedure as backfill. b. The City may test fine crushed rock or crushed rock embedment in accordance with ASTM D2922 or ASTM 1556. B. Non -Conforming Work 1. All non. -conforming work shall be removed and replaced. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION ]NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2 — Added Item for Concrete Encasement for Utility Lines Various Sections — Revised Depths to Include 15' and greater 12/20/2012 D. Johnson 3.3.A --- Additional notes for pavement protection and positive drainage. 3 AR2 — Added requirements for backfill of service lines. 3.4.E.5 — Added language prohibiting flooding of trench 1.2.A.3 — Clarified measurement and payment for concrete encasement as per plan 6/18/2013 D. Johnson quantity 2.2.A -- Added language for concrete encasement CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 12, 2016 City Project No. 100261 3305 10 - 21 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 21 of 21 12/12/16 1 Z. Arega I 2.2.A.1.d Modify gradation for sand material CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 12, 2016 City Project No. 100261 330524- l INSTALLATION OF CARRIER PIPE IN CASINO OR TUNNEL LINER PLATE Page IR of 10 SECTION 33 05 24 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for the installation of carrier pipe into steel casings or tunnel liner plate at locations shown on the Drawings B. Deviations from this City of port Worth Standard Specification 1. 1.1 CA --- Add Section 33 11 10 2. 1.1 C.5 -- Remove Section 33 11 13 3. 2.2 B.1 —Remove AWWA C301 and AWWA C303 3 3 4. 2.2 B.2 —Grouting of annular space for waterline installation is reguired. 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 l — General Requirements 3. Section 33 01 30 -- Sewer and Manhole Testing 4. Section 33 11 10 Ductile Iron Pipe 3—See ien 33 11-1m3 - Gerlefete Pfessu a Baf Wfapped, Steel Cylinder-•frf 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Installation of Sanitary Sewer Carrier Pipe in Casing/Tunnel Liner Plate a. Measurement 1) Measured horizontally along the surface from centerline to centerline of the beginning of the casing/liner to the end of the casing/liner b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot for "Sewer Carrier Pipe" complete in place for: a) Various Sizes c. The price bid shall include: 1) Furnishing and installing Sanitary Sewer Main (Pipe) in Casing/Tunnel Liner Plate as specified by the Drawings 2) MobiIization 3) Grout 4) Casing Spacers 5) End seals 6) Excavation 7) Hauling 8) Disposal of excess material 9) Clean-up CITY OF FORT WORTH NSII 30-Inch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised June 19, 2013 City Project No. 100261 330524-2 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 2R of 10 2. Installation of Water Carrier Pipe in Casing/Tunnel Liner Plate a. Measurement 1) Measured horizontally along the surface from centerline to centerline of the beginning of the casing/liner to the end of the casing/liner Payment b. Payment I) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot for "Water Carrier Pipe" complete in place for: a) Various Sizes c. The price bid shall include: 1) Furnishing and installing Water Main (Pipe) in Casing/Tunnel Liner Plate as specified by the Drawings 2) Mobilization 3) Grout 4) Joint restraint 5) Casing Spacers 6) End seals 7) Excavation 8) Hauling 9) Disposal of excess material 10) Clean-up 1.3 REFERENCES A. Definitions 1. Carrier Pipe: Permanent pipe for operational use that is used to convey flows 2. Casing: A steel pipe or tunnel liner installed by trenchless methods that supports the ground and provides a stable underground excavation for installation of the carrier pipe B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Society of Testing and Materials (ASTM) a. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. b. C 109, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in or [50 mm] Cube Specimens). c. D638, Standard Test Method for Tensile Properties of Plastics. 3. International Organization for Standardization (ISO): a. 9001, Quality Management Systems - Requirements. 4. Occupational Safety and Health Administration (OSHA) a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part 1926, Subpart S, Underground Construction and Subpart P, Excavation. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00, CITY OF FORT WORTH NSIi 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised June 19, 2013 City Project No. 100261 330524-3 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 3R of 10 B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Product Data 1. Casing Isolators/Spacers a. Material Data 2. Grout Mix a. Material Data B. Shop Drawings 1. Required for 24-inch and Iarger pipe installations 2. Submit Work Plan describing the carrier pipe installation equipment, materials and construction methods to be employed. 3. Casing Spacers/Isolators a. Detail drawings and manufacturer's information for the casing isolators/spacers that will be used. 1) Include dimension and component materials and documentation of manufacturer's ISO 9001:2000 certification. b. AIternatives to casing spacers/isolators may be allowed by the City on a case - by -ease basis. c. For consideration of alternate method, submit a detailed description of method including details. 4. End seal or bulkhead designs and locations for casing/liners. Annular Space (between casing pipe and casing/tunnel liner plate) Grouting Work Plan and Methods including: a. Grouting methods b. Details of equipment c. Grouting procedures and sequences including: 1) Injection methods 2) Injection pressures 3) Monitoring and recording equipment 4) Pressure gauge calibration data 5) Materials d. Grout mix details including: 1) Proportions 2) Admixtures including: a) Manufacturer's literature b) Laboratory test data verifying the strength of the proposed grout mix c) Proposed grout densities d) Viscosity e) Initial set time of grout (1) Data for these requirements shall be derived from trial batches from an approved testing laboratory. e. Submit a minimum of 3 other ,similar projects where the proposed grout mix design was used. f. Submit anticipated volumes of grout to be pumped for each application and reach grouted. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised June 19, 2013 City Project No. 100261 330524-4 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 4R of 10 g. For pipe installations greater than 36-inches, without hold down jacks or a restrained spacer, provide buoyant force calculations during grouting and measures to prevent flotation. 1) Calculations sealed by a licensed Engineer in the State of Texas. h. Description of methods and devices to prevent buckling of carrier pipe during grouting of annular space, if required 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Certifications 1. Casing isolator/spacer manufacturer shall be certified against the provisions of IS09001:2000. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS f NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. 3. The Casing Spacers/Isolators shall be new and the product of a manufacturer regularly engaged in the manufacturing of casing spacers/isolators. B. Design Criteria and Materials 1. Carrier pipe shall be installed within the horizontal and vertical tolerances as indicated in PART 3 of this Specification, incorporating all support/insulator dimensions required. Diameter inches Material Specification Reference Water Line 6-12 DIP Restrained 33 11 10 16-20 DIP (Restrained) AWWA C303 Restrained 33 11 10 33 11 13 24 and greater DIP (Restrained) A WA A C303 33 11 10 33 y i i 3 3444-4-5 ( stfai. ed) Sanitary 8-16 DIP (with Ceramic Epoxy) 33 11 10 CITY OF FORT WORTH NS11 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SII 170) Revised June 19, 2013 City Project No. 100261 330524-5 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 5R of 10 Sewer Line PVC C900 DR14 33 31 20 18 and greater DIP (with Ceramic Epoxy) Fiberglass 33 11 10 33 31 I3 2. Grout of annular space a. For gravity sewer carrier pipe installation: 1) FiII all voids between the carrier pipe and the casing or liner with grout. 2) All exterior carrier pipe surfaces and all interior casing or liner surfaces shall be in contact with the grout. b. For water line installation: 1) No anaulaf space fill will be used. 1) Fill all voids between the carrier pipe and the casing with grout. 2) All exterior carrier pipe surfaces and all interior casing or liner surfaces shall be in contact with the grout. 3. Grout Mixes a. Low Density Cellular Grout (LDCC) 1) Annular space (between sewer carrier pipe and casing/liner) grout shall be LDCC. 2) The LDCC shall be portland cement based grout mix with the addition of a foaming agent designed for this application. 3) Develop 1 or more grout mixes designed to completely fill the annular space based on the following requirements: a) Provide adequate retardation to completely fill the annular space in I monolithic pour. b) Provide less than 1 percent shrinkage by volume. c) Compressive Strength (1) Minimum strength of 10 psi in 24 hours, 300 psi in 28 days d) Design grout mix with the proper density and use proper methods to prevent floating of the carrier pipe. e) Proportion grout to flow and to completely fill all voids between the carrier pipe and the casing or liner. 4. End Seals a. Provide end seals at each end of the casing or liner to contain the grout backfill or to close the casing/liner ends to prevent the inflow of water or soil. 1) For water piping less than 24-inch diameter, use hard rubber seals, Model PL Link Seal as manufactured by the Thunderline Corporation or approved equal. .2) For water piping 24-inch diameter and greater, use pull -on, I/8 inch thick, synthetic rubber end seals, Model C, as manufactured by Pipeline Seal and Insulator, Inc. or approved equal. 3) For sewer piping, no end seals are required since the annular space between the carrier pipe and the casing will be grouted. b. Design end seals to withstand the anticipated soil or grouting pressure and be watertight to prevent groundwater from entering the casing. 5. Casing Spacers/insulators a. Provide casing spacers/insulators to support the carrier pipe during installation and grouting (where grout is used). 1) For concrete pressure pipe, mortar bands may be allowed in lieu of casing spacers/isolators. 2) Mortar bands shall be in accordance with Section 33 11 13. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised June 19, 2013 City Project No. 100261 330524-6 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 6R of 10 b. Casing SpacersAsolators material and properties: 1) Shall be minimum 44 gage 2) For water pipe, utilize Stainless Steel. 3) For sewer pipe, utilize Coated Steel. 4) Suitable for supporting weight of carrier pipe without deformation or collapse during installation c. Provide restrained -style casing spacers to hold all pipes stable during grouting operations and prevent floating or movement, d. Provide dielectric strength sufficient to electrically isolate each component from one another and from the casing. e. Design risers for appropriate loads, and, as a minimum: 1) Provide 10 gage steel risers a) Provide stainless steel bands and risers for water installations. f. Band material and criteria 1) Provide polyvinyl chloride inner liner with: a) Minimum thickness of 0.09 inches b) Durorrleter "A" of 85-90 hardness c) Minimum dielectric strength of 58,000 volts g. Runner material and criteria 1) Provide pressure -molded glass reinforced polymer or UHMW with: a) Minimum of 2 inches in width and a minimum of l l inches in length. 2) Attach to the band or riser with 3/8 inch minimum welded steel or stainless steel studs. 3) Runner studs and nuts shall be recessed well below the wearing surface of the runner a) Fill recess with a corrosion inhibiting filler. h. Riser height 1) Provide sufficient height with attached runner allow a minimum clearance of 2 inches between the outside of carrier pipe bells or couplings and the inside of the casing liner surface. 2.3 ACCESSORIES [NOT USEDI 2A SOURCE QUALITY CONTROL [NOT USEDI PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Carrier pipe installation shall not begin until the following tasks have been completed: a. All required submittals have been provided, reviewed and accepted. b. All casinglliner joints are watertight and no water is entering casing or liner from any sources. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised June 19, 2013 City Project No. 100261 330524-7 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 7R of 10 c. All contact grouting is complete. d. Casing/liner alignment record drawings have been submitted and accepted by City to document deviations due to casing/liner installation. c. Site safety representative has prepared a code of safe practices and an emergency plan in accordance with applicable requirements. 2. The carrier pipe shall be installed within the casings or Iiners between the limits indicated on the Drawings, to the specified lines and grades and utilizing methods which include due regard for safety of workers, adjacent structures and improvements, utilities and the public. B. Control of Line and Grade l . Install Carrier pipe inside the steel casing within the following tolerances: a. Horizontal 1) � 2 inches from design line b. Vertical 1) +1 inch from design grade 2. Check line and grade set up prior to beginning carrier pipe installation. 3. Perform survey checks of line -and -grade of carrier pipe during installation operations. The Contractor is fully responsible for the accuracy of the installation and the correction of it, as required. a. Where the carrier pipe installation does not satisfy the specified tolerances, correct the installation, including if necessary, redesign of the pipe or structures at no additional cost to City. C. Installation of Carrier Pipe 1. Pipe Installation a. Remove all loose soil from casing or liner. b. Grind smooth all rough welds at casing joints. Installation of Casing Spacers a. Provide casing spacers, insulators or other approved devices to prevent flotation, movement or damage to the pipe during installation and grout backfill placement. b. Assemble and securely fasten casing spacers to the pipeline to be installed in casings or tunnels. c. Correctly assemble, evenly tighten and prevent damage during tightening of the insulators and pipe insertion. d. Install spacers in accordance with manufacturer's recommendations. e. Install carrier pipe so that there is no metallic contact between the carrier pipe and the casing. f. Carrier pipe shall be installed without sliding or dragging it on the ground or in the casingiliner in a manner that could damage the pipe or coatings. 1) If guide rails are allowed, place cement mortar on both sides of the rails. g. Coat the casing spacer runners with a non-corrosive/environmentally safe lubricant to minimize friction when installing the carrier pipe. h. The carrier pipe shall be electrically isolated from the carrier pipe and from the casing. CITY OF FORT WORTS NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised June 19, 2013 City Project No. 100261 330524-8 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 8R of 10 i. Grade the bottom of the trench adjacent to each end of the casing to provide a firm, uniform and continuous support for the pipe. If the trench requires some backfill to establish the final trench bottom grade, place the backfill material in 6-inch lifts and compact each layer. j. After the casing or tunnel liner has been placed:, pump dry and maintain dry until the casing spacers and end seals are installed. 3. Insulator Spacing a. Maximum distance between spacers is to be 6 feet. b. For 18 and 20 foot long joints, install a minimum of 4 spacers. 1) Install 2 spacers within 1 foot on each side of the bell or flange. 2) Remaining 2 spacers shall be spaced equally. c. If the casing or pipe is angled or bent, reduce the spacing. d. The end spacer must be within 6 inches of the end of the casing pipe, regardless of size of casing and pipe or type of spacer used. e. Install spacers on PVC pipe at the insertion line to prevent over -insertion of the spigot into the bell. 4. After installation of the carrier pipe: a. Mortar inside and outside of the joints, as applicable b. Verify electrical discontinuity between the water carrier pipe and tunnel liner. 1) If continuity exists, remedy the short, by all means necessary including removing and reinstalling the carrier pipe, prior to applying cellular grout. c. If hold down jacks or casing spacers are used, seal or plug the ends of the casing. d. If steel pipe is used and not welded prior to installation in casing/liner, welding of pipe will only be allowed after grouting of annular space is complete. D. Installation of End Seals 1. For Water Pipes a. Grout end of casing/liner a minimum of 6 inches and a maximum of 12 inches. b. Place pull -on synthetic rubber end seals on the pipe and pullover the end of the casing. Securely fasten with stainless steel bands. 2. For Sewer Pipes a. Grout annular space between carrier pipe and casing as indicated in this Specification. E. Annular Space Grouting (For Sewer Only) 1. Prepare pipe as necessary to prevent the pipe from floating during grouting operation as necessary. 2. Mixing of Grout a. Mix material in equipment of sufficient size to provide the desired amount of grout material for each stage in a single operation. 1) The equipment shall be capable of mixing the grout at the required densities for the approved procedure and shall be capable of changing the densities as required by field conditions. 3. Backfill Annular Space with Grout a. Prior to filling of the annular space, test the carrier pipe in accordance with Section 33 0130. b. Verify the maximum allowable pressure with the carrier pipe manufacturer and do not exceed this pressure. CITY OF FORT WORTH NS1130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of S1I 170) Revised June 19, 2013 City Project No. 100261 330524-9 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 9R of 10 c. After the installation of the carrier pipe, the remaining space (all voids) between the casing/liner and the carrier shall be filled with LDCC grout. 1) All surfaces of the exterior carrier pipe wall and casing/liner interior shall be in contact with the grout. 2) Grout shall be pumped through a pipe or hose. 3) Use grout pipes, or other appropriate materials, to avoid damage to carrier pipe during grouting. 4. Injection ofLDCC Grout a. Grout injection pressure shall not exceed the carrier pipe manufacturer's approved recommendations or 5 psi (whichever is lower). b. Pumping equipment shall be of a size sufficient to inject grout at a volume, velocity and pressure compatible with the size/volume of the annular space. c. Once grouting operations begin, grouting shall proceed uninterrupted, unless grouting procedures require multiple stages. d. Grout placements shall not be terminated until the estimated annular volume of grout has been injected. 5. Block the carrier pipe during grouting to prevent flotation during grout installation. 6. Protect and preserve the interior surfaces of the casing from damage. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oRl SITE QUALITY CONTROL A. Reports and Records required for pipe installations greater than 48-inches and longer than 350 feet 1. Maintain and submit daily logs of grouting operations. a. Include: 1) Grouting locations 2) Pressures 3) Volumes 4) Grout mix pumped 5) Time of pumping 2. Note any problems or unusual observations on logs. B. Grout Strength Tests 1. City will perform testing for 24-hour and 28-day compressive strength tests for the cylinder molds or grout cubes obtained during grouting operations. 2. City will perform field sampling during annular space grouting. a. City will collect at least I set of 4 cylinder molds or grout cubes for each 100 cubic yards of grout injected but not less than 1 set for each grouting shift. b. City will perform 24-hour and 28-day compressive strength tests per ASTM C39 (cylindrical specimens) or ASTM C109 (cube specimens). c. Remaining samples shall be tested as directed by City. C. Safety 1. The Contractor is responsible for safety on the job site. a. Perform all Work in accordance with the current applicable regulations of the Federal, State and local agencies. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SII 170) Revised June 19, 2013 City Project No. I00261 330524-10 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page l OR of 10 In the event of conflict, comply with the more restrictive applicable requirement. 2. No gasoline powered equipment shall be permitted in jacking shafts and receiving shafts/pits. a. Diesel, electrical, hydraulic and air powered equipment is acceptable, subject to applicable local, State and Federal regulations. 3. Methods of construction shall be such as to ensure the safety of the Work, Contractor's and other employees on site and the public. 4. Furnish and operate a temporary ventilation system in accordance with applicable safety requirements when personnel are underground. a. Perform all required air and gas monitoring. b. Ventilation system shall provide a sufficient supply of fresh air and maintain an atmosphere free of toxic or flammable gasses in all underground work areas. 5. Perform all Work in accordance with all current applicable regulations and safety requirements of the federal, state and local agencies. a. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S, Underground Construction and Subpart P, Excavations. b. In the event of conflict, comply with the more stringent requirements. 6. If personnel will enter the pipe during construction, the Contractor shall develop an emergency response plan for rescuing personnel trapped underground in a shaft excavation or pipe. a. Keep on -site all equipment required for emergency response in accordance with the agency having jurisdiction 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3A3 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.B.1 — Modified minimum water line diameter from 8-inches to 6-inches Added Blue Text for clarification 1.1.0 —Added Concrete Pressure Pipe Specification reference. 6/19/2013 D. Johnson 2.2.B.5 — Added provisions for mortar bands on concrete pressure pipe. 3AC.3 — Revised language related to spacing of casing spacers to correspond to the City's Standard Detail. CITY OF FORT WORTH NSI130-Inch Water Transmission, Part 2 STANDARD CONSTRUCl'ION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Rcvised June 19, 2013 City Project No. 100261 33 05 30 - 1 LOCATION OF EXISTING UTILITIES Page I of SECTION 33 05 30 LOCATION OF EXISTING UTILITIES PARTI- GENERAL 1.1 SUMMARY A. Section Includes: Locating and verifying the location and elevation of the existing underground utilities that may conflict with a facility proposed for construction by use o£ a. Exploratory Excavation b. Vacuum Excavation B. Deviations from this City of port Worth Standard Specification 1. 1.2 A.2 c.l 1- Add Existing Utilities Report C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 05 10 — Utility Trench Excavation, Embedment and BackfilI 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Exploratory Excavation of Existing Utilities a. Measurement 1) Measurement for this Item shall be per each excavation performed as identified in the Drawings, or as directed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each `Exploratory Excavation for Existing Utilities" specified. c. The price bid shall include: 1) Grade survey 2) Pavement removal 3) Excavation 4) Utility Location 5) Hauling 6) Disposal of excess material 7) Furnishing, placing and compaction of embedment 8) Furnishing, placing and compaction of backfill 9) Clean-up 10) Surface restoration 2. Vacuum Excavation of Existing Utilities a. Measurement 1) Measurement for this Item shall be per each excavation performed as identified in the Drawings, or as directed. b. Payment CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing at SH 170) Revised December 20, 2012 City Project No. 100261 330530-2 LOCATION OF EXISTING UTILITIES Page 2 of 4 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each "Vacuum Excavation" specified. c. The price bid shall include: 1) Grade survey 2) Pavement removal 3) Vacuum Excavation 4) Utility Location 5) Hauling 6) Disposal of excess material 7) Furnishing, placing and compaction of embedment 8) Furnishing, placing and compaction of backfill 9) Clean-up 10) Surface restoration 11) Submittal of Location of Existing Utilities Repo 1.3 REFERENCES A. Definitions 1. Exploratory Excavation: Previously called "D-Hole" within the City, a method used to locate existing underground utility as shown on the plans through the use of standard excavation equipment. 2. Vacuum Excavation: Method used to locate existing underground utility as shown on the plans through the use of geophysical prospecting equipment such as vacuum excavation. B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Society of Civil Engineers (ASCE) a. ASCE Publication Cl/ASCE 38 (Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data) 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Coordinate with City Inspector at least 48 hours prior to commencing on site for Exploratory Excavation of Existing Utilities. 2. Coordinate location of all other existing utilities within vicinity of excavation prior to commencing Exploratory Excavation. 3. Coordinate staking of Exploratory Excavations with City at least 1 week prior to commencement. B. Sequencing 1. Exploratory Excavations shall be conducted prior to the construction of the entire project. C. Scheduling 1. For critical utility locations, the City may choose to be present during excavation. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing at SH 170) Revised December 20, 2012 City Project No. 100261 330530-3 LOCATION OF EXISTING UTILITIES Page 3 of 2. Alter schedule for Exploratory Excavation of Existing Utilities to accommodate City personnel. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS A. Report of Utility Location 1. Horizontal location of utility as surveyed 2. Vertical elevation of utility as surveyed a. Top of utility b. Spring line of utility c. Existing ground 3. Material type, diameter and description of the condition of existing utility 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] . 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION A. Verification of Conditions 1. Verify location of existing utilities in accordance with the General Requirements, the General Notes and the Drawings. 3.3 PREPARATION A. Coordinate with City Survey, if applicable. 3.4 INSTALLATION A. Exploratory Excavation 1. Verify location of existing utility at location denoted on the Drawings, or as directed by the City. a. Expose utility to spring line, as necessary. b. Excavate and Backfill Trench for the Exploratory Excavation in accordance with Section 33 05 10. B. Vacuum Excavation CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing at SH 170) Revised December 20, 2012 City Project No. 100261 330530-4 LOCATION OF EXISTING UTILITIES Page 4 of 1. Verify location of existing utility at location denoted on the Drawings, or as directed by the City. 2. Designate the horizontal position of the existing underground utilities that are to be located using geophysical prospecting equipment. a. Acquire record documentation from and coordinate with utility companies, as necessary to locate utility. 3. Perform excavation in general accordance with the recommended practices and procedures described in ASCE Publication CIIASCE 38. C. Upon completion of the utility locating, submit a report of the findings. D. If location of utility is in conflict with the Drawings, notify the City Project Manager for appropriate design modifications. E. Place embedment and backfill in accordance with Section 33 05 10. F. Once necessary data is obtained, immediately restore surface to existing conditions to: 1. Obtain a safe and proper driving surface, if applicable 2. Ensure the safety of the general public 3. The satisfaction of the City 3.5 REPAIR 1 RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oi;] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.4 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Title- Exploratory Excavation of Utilities changed to Location of Existing Utilities 12/2012012 D.3ohnson 1.2 — Added Measurement of Payment for Vacuum Excavation I.3 — Added Definitions 3.4 — Added requirements for Vacuum Excavation CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing at SH 170) Revised December 20, 2012 City Project No. 100261 SECTION 33 1110 DUCTILE IRON PIPE PART1- GENERAL 33 11 10-1 DUCTILE IRON PIPE Page 1R of 14 1.1 SUMMARY A. Section Includes: 1. Ductile Iron Pipe 3-inch through 64-inch for potable water, wastewater and reuse applications B. Deviations from this City of Fort Worth Standard Specification 1. 1.2 A.2 —Added separate measurement and payment section for vertical 3 ductile iron pip ee 2. 2.2 B.6 b.9 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 -- Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 -- General Requirements 3. Section 33 0131 — Closed Circuit Television (CCTV) Inspection 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 7. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 8. Section 33 11 05 —Bolts, Nuts, and Gaskets 9. Section 33 11 11 Ductile Iron Fittings 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Ductile Iron Pipe a. Measurement 1) Measured horizontally along the surface from center line to center line of the fitting, manhole, or appurtenance 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 for "DIP" installed for: a) Various sizes b) Various types of backfill c) Various linings d) Various Depths, for miscellaneous sewer projects only e) Various restraints I) Various uses c. The price bid shall include: CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 3311 10-2 DUCTILE IRON PIPE Page 2R of 14 1) Furnishing and installing Ductile Iron Pipe with joints as specified by the Drawings 2) Mobilization 3) PolyethyIene encasement 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement and compaction of embedment 10) Furnishing, placement and compaction of backfill 11) Trench water stops 12) Thrust restraint, if required in Contract Documents 13) Bolts and nuts 14) Gaskets 15) Clean-up 16) Cleaning 17) Disinfection 18) Testing 2. Vertical Ductile Iron Pipe a. Measurement 1) Measured vertically along the surface from center line to center line of 3 f the fitting, manhole, or appurtenance 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 for "DIP" installed for: a) Various sizes b) Various types of backfill c) Various linings d) Various Depths e) Various restraints f) Various uses c. The price bid shall include: 1) Furnishing and installing Ductile Iron Pipe with joints as specified by the Drawings 2) Mobilization 3) Polyethylene encasement 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Controlled Low -Strength Material (CLSM) backfill 10) Concrete Encasement per the drawings 11) Furnishing, placement and compaction of embedment 12) Furnishing, placement and compaction of backfill 13) Trench water stops 14) Temporary bracing and support CITY OF FORT WORTH NS1I 30-Inch Water Trusmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 33 11 10 - 3 DUCTILE IRON PIPE Page 3R of 14 15) Thrust restraint 16) Bolts and nuts 17) Gaskets 3 18) Clean-up 19) Cleaning 20) Disinfection 21) Testing 1.3 REFERENCES A. Definitions 1. Gland or Follower Gland a. Non -restrained, mechanical joint fitting 2. Retainer Gland a. Mechanically restrained mechanical joint fitting B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the Iatest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Association of State Highway and Transportation Officials (AASHTO). 3. American Society of Mechanical Engineers (ASME): a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 4. ASTM International (ASTM): a. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for High Temperature or High Pressure Service and Other Special Purpose Applications b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service, or Both c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. d. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength. e. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for Water or Other Liquids. f. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. g. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel. 5. American Water Works Association (AW WA): a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - Enamel and Tape - Hot Applied. b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. c. M41, Ductile -Iron Pipe and Fittings. 6. American Water Works Association/American National Standards Institute (AWWA/ANSI): a. C104/A21.4, Cement --Mortar Lining for Ductile -Iron Pipe and Fittings. b. C 105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. c. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. Cri'Y OF FORT WORTH NSII 30-Itch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 33 11 10 - 4 DUCTILE IRON PIPE Page 4R of 14 d. C 14 5/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron Threaded Flanges. e. C150/A21.50, Thickness Design of Ductile -Iron Pipe. f. C151/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. g. C600, Installation of Ductile -Iron Water Mains and their Appurtenances 7. NSF International (NSF): a. 61, Drinking Water System Components Health Effects. 8. Society for Protective Coatings (SSPC): a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS A. Product Data 1. Interior Iining a. If it is other than cement mortar lining in accordance with AWWA/ANSI CI04/A21.4, including: 1) Material 2) Application recommendations 3) Field touch-up procedures 2. Thrust Restraint a. Retainer glands, thrust harnesses or any other means 3. Gaskets a. If hydrocarbon or other special gaskets are required B. Shop Drawings — Furnish for Ductile Iron Pipe used in the water distribution system or for a wastewater force main for 24-inch and greater diameters, including: 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in Texas including: a. Working pressure b. Surge pressure c. Deflection 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed Professional Engineer in Texas, to verify the restraint lengths shown in the Drawings. Lay schedule/drawing for 24-inch and Professional Engineer in Texas including: a. Pipe class b. Joints type c. Fittings d. Stationing e. Transitions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 greater diameters, sealed by a Licensed NSI1 30-Inch Water Transmission, Part 2 (Beach Street Crossing of SH 170) City Project No. 100261 33 11 10 - 5 DUCTILE IRON PIPE Page 51Z of 14 f. Joint deflection C. Certificates 1. Furnish an affidavit certifying that all Ductile Iron Pipe meets the provisions of this Section, each run of pipe furnished has met Specifications, all inspections have been made, and that all tests have been performed in accordance with AWWA/ANSI C151/A21.51. 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B117. 1.7 CLOSEOUT SUBMITTALS [NOT USED] LS MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications Manufacturers a. Finished pipe shall be the product of 1 manufacturer. 1) Change orders, specials, and field changes may be provided by a different manufacturer upon City approval. b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed under the control of the manufacturer. c. Ductile Iron Pipe 1) Manufactured in accordance with AWWA/ANSI C151/A21.51 a) Perform quality control tests and maintain results as outlined within standard to assure compliance. 2) Subject each pipe to a hydrostatic test of not less than 50.0 psi for duration of at least 10 seconds. B. Preconstruction Testing 1. The City may, at its own cost, subject random lengths of pipe for testing by an independent laboratory for compliance with this Specification. a. The compliance test shall be performed in the United States. b. Any visible defects or failure to meet the quality standards herein will be grounds for rejecting the entire order. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Ductile Iron Pipe shall be stored and handled in accordance with the guidelines as stated in AWWA M41. 2. Secure and maintain a location to store the material in accordance with Section 01 6600. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 33 11 10 - 6 DUCTILE IRON PIPE Page 6R of 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Pipe 1. Pipe shall be in accordance with AWWA/ANSI C11 i/A21.11, AWWA/ANSI C150/A21.15, and AWWA/ANSI C151/A21.51. 2. All pipe shall meet the requirements of NSF 61, 3. Pipe shall have a lay length of 18 feet or 20 feet except for special fittings or closure pieces and necessary to comply with the Drawings. 4. As a minimum the following pressures classes apply. The Drawings may specify a higher pressure class or the pressure and deflection design criteria may also require a higher pressure class, but in no case should they be less than the following: Diameter (inches)(psi) Min Pressure Class 3 through 12 350 14 through 20 250 24 200 30 through 64 150 5. Pipe markings shall meet the minimum requirements of AWWA/ANSI C151/A21.51. Minimum pipe markings shall be as follows: a. "DI" or "Ductile" shall be clearly labeled on each pipe b. Weight, pressure class and nominal thickness of each pipe c. Year and country pipe was cast d. Manufacturer's mark Pressure and Deflection Design a. Pipe design shall be based on trench conditions and design pressure class specified in the Drawings. b. Pipe shall be designed according to the methods indicated in AWWA/ANSI C150/A21.50,AWWA/ANSI C151/A21.51, and AWWAM41 for trench construction, using the following parameters: 1) Unit Weight of Fill (w) = 130 pef CITY OF FORT WORTH NSI1 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 3311 10 - 7 DUCTILE IRON PIPE Page 7R of M 2) Live Load = AASHTO HS 20 3) Trench Depth = 12 feet minimum, or as indicated in Drawings 4) Bedding Conditions — Type 4 5) Working Pressure (Pv,) = 150 psi 6) Surge AIlowance (Ps) = 100 psi 7) Design Internal Pressure (Pi) = P,,. + PS or 2:1 safety factor of the actual working pressure plus the actual surge pressure, whichever is greater. a) Test Pressure = (1) No less than 1.25 minimum times the stated working pressure (187 psi minimum) of the pipeline measured at the highest elevation along the test section. (2) No less than 1.5 times the stated working pressure (225 psi minimum) at the lowest elevation of the test section. 8) Maximum Calculated Deflection (D,,) = 3 percent 9) Restrained Joint Safety Factor (Sf) = 15 peree 20 percent c. Trench depths shall be verified after existing utilities are located. 1) Vertical alignment changes required because of existing utility or other conflicts shall be accommodated by an appropriate change in pipe design depth. 2) In no case shall pipe be installed deeper than its design allows. 7. Provisions for Thrust a. Thrust at bends, tees, plugs or other fittings shall be mechanically restrained joints when required by the Drawings. b. Thrust at bends adjacent to casing pipe shall be restrained by mechanical means through casing and for a sufficient distance each side of casing. c. No thrust restraint contribution shall be allowed for the restrained length of pipe within the casing. d. Restrained joints, when required, shall be used for a sufficient distance from each side of the bend, tee, plug, valve or other fitting to resist thrust which will be developed at the design pressure of the pipe. For the purpose of thrust, the following shall apply: 1) Valves shall be calculated as dead ends. 2) Design pressure shall be greater than the working pressure of the pipe or the internal pressure (Pi) whichever is greater. 3) Restrained joints shall consist of approved mechanical restrained or push - on restrained joints as listed in the City's Standard Products List as shown in Section 0160 00. e. The Pipe Manufacturer shall verify the length of pipe with restrained joints to resist thrust in accordance with the Drawings, AWWA M41, and the following: I ) The weight of earth (We) shall be calculated as the weight of the projected soil prism above the pipe, for unsaturated soil conditions. 2) Soil density = 130 pef (maximum value to be used), for unsaturated soil conditions 3) If indicated on the Drawings and the Geotechnical Borings that ground water is expected, account for reduced soil density. 8. Joints a. General —Comply with AWWA/ANSI C111/A21.11. b. Push -On Joints CITY OF FORT WORTH NSII 30-Inch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 33 11 10-8 DUCTILE IRON PIPE Page 8R of 14 c. Mechanical Joints d. Push -On Restrained Joints 1) Restraining Push -on joints by means of a special gasket a) Only those products that are listed in Section 01 60 00 b) The working pressure rating of the restrained gasket must exceed the test pressure of the pipe line to be installed. c) Approved for use of restraining Ductile Iron Pipe in casing with a carrier pipe of 4-inches to 12-inches d) Otherwise only approved if specially listed on the Drawings 2) Push -on Restrained Joint bell and spigot a) Only those products list in the standard products list will be allowed for the size listed in the standard products list per Section 01 60 00. b) Pressure rating shall exceed the working and test pressure of the pipe line. e. Flanged Joints AWWA/ANSI Cl 15/A21.15, ASME B16.1, Class 125 f. Flange bolt circles and bolt holes shall match those of ASME B16.1, Class 125. g. Field fabricated flanges are prohibited. 9. Gaskets a. Provide Gaskets in accordance with Section 33 1105. 10. Isolation Flanges a. Flanges required by the drawings to be Isolation Flanges shall conform to Section 33 04 10. 11. Bolts and Nuts a. Mechanical Joints 1) Provide bolts and nuts in accordance with Section 33 1105. b. Flanged Ends 1) Meet requirements ofAWWA C115. a) Provide bolts and nuts in accordance with Section 33 1105. 12. Flange Coatings a. Connections to Steel Flanges 1) Buried connections with Steel Flanges shall be coated with a Petrolatum Tape System in accordance with Section 33 11 05. 13. Ductile Iron Pipe Exterior Coatings a. All ductile iron shall have an asphaltic coating, minimum of 1 mil thick, on the pipe exterior, unless otherwise specified in the Contract Documents. 14. PoIyethylene Encasement a. All buried Ductile Iron Pipe shall be polyethylene encased. b. Only manufacturers listed in the City's Standard Products List as shown in Section 01 60 00 will be considered acceptable. c. Use only virgin polyethylene material. d. Encasement for buried pipe shall be 8 mil linear low density (LLD) polyethylene conforming to AWWA/ANSI C105/A21.5 or 4 mil high density cross laminated (HDCL) polyethylene encasement conforming to AWWAIANSI C105/A21.5 and ASTM A674. e. Marking; At a minimum of every 2 feet along its length, the mark the polyethylene Elm with the following information: 1) Manufacturer's name or trademark CITY OF FORT WORTH NSH 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 331t 10-9 DUCTILE IRON PIPE Page 9R of 14 2) Year of manufacturer 3) AWWA/ANSI C105/A21.5 4) Minimum film thickness and material type 5) Applicable range of nominal diameter sizes 6) Warning — Corrosion Protection — Repair Any Damage f. Special Markings/Colors 1) Reclaimed Water, perform one of the following: a) Label polyethylene encasement with "RECLAIMED WATER", b) Provide purple polyethylene in accordance with the American Public Works Association Uniform Color Code; or c) Attach purple reclaimed water marker tape to the polyethylene wrap. 2) Wastewater, perform one of the following: a) Label polyethylene encasement with "WASTEWATER'; b) Provide green polyethylene in accordance with the American Public Works Association Uniform Color Code; or c) Attach green sanitary sewer marker tape to the polyethylene wrap. g. Minimum widths Polyethylene Tube and Sheet Sizes for Push -On Joint Pipe Nominal Pipe Diameter (inches) Min. Width — Flat Tube (inches) Min. Width — Sheet (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 24 54 108 30 67 134 36 81 162 42 81 162 48 95 190 54 108 216 60 108 216 64 121 242 15. Ductile Iron Pipe Interior Lining a. Cement Mortar Lining 1) Ductile Iron Pipe for potable water shall have a cement mortar lining in accordance with AWWA/ANSI C104/A21.04 and be acceptable according to NSF 61. b. Ceramic Epoxy or Epoxy Linings CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH I70) Revised December 20, 2012 City Project No. 100261 33 It 10-10 DUCTILE IRON PIPE Page 10R of 14 1) Ductile Iron Pipe for use in wastewater applications shall be lined with a Ceramic Epoxy or Epoxy lining as designated in the City's Standard Products List as shown in Section 0160 00. 2) Apply lining at a minimum of 40 mils DFT. 3) Due to the tolerances involved, the gasket area and spigot end up to 6 inches back from the end of the spigot end must be coated with 6 mils nominal, 10 mils maximum using a Joint Compound as supplied by the manufacturer. a) Apply the joint compound by brush to ensure coverage. b) Care should be taken that the joint compound is smooth without excess buildup in the gasket seat or on the spigot ends. c) Coat the gasket seat and spigot ends after the application of the lining. 4) Surface preparation shall be in accordance with the manufacturer's recommendations. 5) Check thickness using a magnetic film thickness gauge in accordance with the method outlined in SSPC PA 2. 6) Test the interior lining of all pipe barrels for pinholes with a non- destructive 2,500 volt test. a) Repair any defects prior to shipment. 7) Mark each fitting with the date of application of the lining system along with its numerical sequence of application on that date and records maintained by the applicator of his work. S) For all Ductile Iron Pipe in wastewater service where the pipe has been cut, coat the exposed surface with the touch-up material as recommended by the manufacturer. a) The touch-up material and the lining shall be of the same 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 INSTALLATION A. General 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in AWWA C600, AWWA M41 and in accordance with the pipe manufacturer's recommendations. 2. See Section 33 11 11 for installation requirements for Ductile Iron Fittings. 3. Lay pipe to the lines and grades as indicated in the Drawings. 4. Excavate and backfll trenches in accordance with Section 33 05 10. 5. Embed Ductile Iron Pipe in accordance with Section 33 05 10. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 33 11 10 11 DUCTILE IRON PIPE Page I IR of 14 6. For installation of carrier pipe within casing, see Section 33 05 24. B. Pipe Handling 1. Haul and distribute pipe and fittings at the project site. 2. Handle piping with care to avoid damage. a. Inspect each joint of pipe and reject or repair any damaged pipe prior to lowering into the trench. b. Do not handle the pipe in such a way that will damage the interior lining. c. Use only nylon ropes, slings or other lifting devices that will not damage the surface of the pipe for handling the pipe. 3. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Joint Making 1. Mechanical Joints a. Bolt the follower ring into compression against the gasket with the bolts tightened down evenly then cross torqued in accordance with AWWA C600. b. Overstressing of bolts to compensate for poor installation practice will not be permitted. 2. Push -on Joints a. Install Push -on joints as defined in AWWA/ANSI CI I I/A21.11. b. Wipe cleat) the gasket seat inside the bell of all extraneous matter. c. Place the gasket in the bell in the position prescribed by the manufacturer. d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the gasket and the outside of the spigot prior to entering the spigot into the bell. e. When using a field cut plain end piece of pipe, refinish the field cut and scarf to conform to AWWA C600. 3. Flanged Joints a. Use erection bolts and drift pins to mare flanged connections. 1) Do not use undue force or restraint on the ends of the fittings. 2) Apply even and uniform pressure to the gasket. b. The fitting must be free to move in any direction while bolting. 1) Install flange bolts with all bolt heads faced in one direction. 4. Joint Deflection a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines and grades and shown in the Drawings. b. The deflection of each joint must be in accordance with AWWA C600 Table 3. c. The maximum deflection allowed is 50 percent of that indicated in AWWA C600. d. The manufacturer's recommendation may be used with the approval of the Engineer. D. PoIyethylene Encasement Installation 1. Preparation a. Remove all lumps of clay, mud, cinders, etc., on pipe surface prior to installation of polyethylene encasement. CITY OF FORT WORTH NSI130-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 33 11 10 - 12 DUCTILE IRON PIPE Page 12R of 14 1) Prevent soil or embedment material from becoming trapped between pipe and polyethylene. b. Fit polyethylene film to contour of pipe to affect a snug, but not tight encase with minimum space between polyethylene and pipe. 1) Provide sufficient slack in contouring to prevent stretching polyethylene where it bridges irregular surfaces such as bell -spigot interfaces, bolted joints or fittings and to prevent damage to polyethylene due to backfilling operations. 2) Secure overlaps and ends with adhesive tape and hold. c. For installations below water table and/or in areas subject to tidal actions, seal both ends of polyethylene tube with adhesive tape at joint overlap. 2. Tubular Type (Method A) a. Cut polyethylene tube to length approximately 2 feet longer than pipe section. b. Slip tube around pipe, centering it to provide l-foot overlap on each adjacent pipe section and bunching it accordion -fashion lengthwise until it clears pipe ends. c. Lower pipe into trench and make up pipe joint with preceding section of pipe. d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. e. After assembling pipe joint, make overlap of polyethylene tube, pull bunched polyethylene from preceding length of pipe, slip it over end of the new length of pipe and wrap until it overlaps joint at end of preceding length of pipe. f. Secure overlap in place. g. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel of pipe, securing fold at quarter points. h. Repair cuts, tears, punctures or other damage to polyethylene. i. Proceed with installation of next pipe in same manner. 3. Tubular Type (Method B) a. Cut polyethylene tube to length approximately I foot shorter than pipe section. b. Slip tube around pipe, centering it to provide 6 inches of bare pipe at each end. c. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel of pipe, securing fold at quarter points; secure ends. d. Before making up joint, slip 3-foot length of polyethylene tube over end of proceeding pipe section, bunching it accordion -fashion lengthwise. e. After completing joint, pull 3-foot length of polyethylene over joint, overlapping polyethylene previously installed on each adjacent section of pipe by at least l foot; make each end snug and secure. 4. Sheet Type a. Cut polyethylene sheet to a length approximately 2 feet longer than piece section. b. Center length to provide 1-foot overlap on each adjacent pipe section, bunching it until it clears the pipe ends. c. Wrap polyethylene around pipe so that it circumferentially overlaps top quadrant of pipe. d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. e. Lower wrapped pipe into trench and make up pipe joint with preceding section of pipe. f. Make shallow bell hole at joints to facilitate installation of polyethylene. g. After completing joint, mare overlap and secure ends. CITY OF FORT WORTH NS11 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SIT 170) Revised December 20, 2012 City Project No. 100261 33 11 10 - 13 DUCTILE IRON PIPE Page 13R of 14 h. Repair cuts, tears, punctures or other damage to polyethylene. i. Proceed with installation of next section of pipe in same manner. 5. Pipe -Shaped Appurtenances a. Cover bends, reducers, offsets and other pipe -shaped appurtenances with polyethylene in same manner as pipe and fittings. 6. Odd -Shaped Appurtenances a. When it is not practical to wrap valves, tees, crosses, and other odd -shaped pieces in tube, wrap with flat sheet or split length polyethylene tube by passing sheet under appurtenances and bringing it up around body. b. Make seams by bringing edges together, folding over twice and taping down. c. Tape polyethylene securely in place at the valve stem and at any other penetrations. 7. Repairs a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape or with short length of polyethylene sheet or cut open tube, wrapped around fitting to cover damaged area and secured in place. 8. Openings in Encasement a. Provide openings for branches, service taps, blow -offs, air valves and similar appurtenances by making an X-shaped cut in polyethylene and temporarily folding back film. b. After appurtenance is installed, tape slack securely to appurtenance and repair cut, as well as other damaged area in polyethylene with tape. c. Service taps may also be made directly through polyethylene, with any resulting damaged areas being repaired as described above. 9. Junctions between Wrapped and Unwrapped Pipe: a. Where polyethylene -wrapped pipe joins an adjacent pipe that is not wrapped, extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. b. Secure end with circumferential turns of tape. c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric tape for minimum clear distance of 3 feet away from Cast or Ductile Iron Pipe. 3.5 REPAIRIRESTORATION A. Patching 1. Excessive field -patching is not permitted of lining or coating. 2. Patching of lining or coating will be allowed where area to be repaired does not exceed 100 square inches and has no dimensions greater than 12 inches. 3. In general, there shall not be more than 1 patch on either the lining or the coating of any I joint of pipe. d. Wherever necessary to patch the pipe: a. Make patch with cement mortar as previously specified for interior joints. b. Do not install patched pipe until the patch has been properly and adequately cured and approved for laying by the City. 5. Promptly remove rejected pipe from the site. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 33 11 10 - 14 DUCTILE IRON PIPS Page 14R of 14 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD lox] SITE QUALITY CONTROL A. Potable Water Mains 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water main as specified in Section 33 04 40. B. Wastewater Lines 1. Closed Circuit Television (CCTV) Inspection a. Provide a Post -CCTV Inspection in accordance with Section 33 01 31. 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 STTN VIARY OF CHANGE 1.2.A. Lb. — Updated Payment types I2/20/2012 D. Johnson 1.3 -- Added definitions of gland types for clarity 2.2.13.9, 10, 11 and 12 — Added reference to Section 33 11 05 and removed material specification for bolts, nuts and gaskets CITY OF FORT WORTH NSII 30-Inch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 33 1225- 1 CONNECTION TO EXISTING WATER MAINS Pagel of 8 SECTION 33 12 25 CONNECTION TO EXISTING WATER MAINS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Connection to existing water mains to include, but not limited to: a. Cutting in a tee for a branch connection b. Extending from an existing water main c. Installing a tapping sleeve and valve B. Deviations from this City of Fort Worth Standard Specification 1. 1.1 C.8 —Add Section 33 11 13 2. 1.1 C.9 --- Add Section 33 11 14 3, 3 A 13.5 — Modify line 5 C. Related Specification Sections include, but are not necessarily limited to: I . Division 0 —Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 5. Section 33 05 30 Location of Existing Utilities 6. Section 33 11 05 Bolts, Nuts, and Gaskets 7. Section 33 11 10 —Ductile Iron Pipe 8. Section 33 11 13 — Concrete Pressure Pipe Bar -Wrapped, Steel Cylinder Pipe 9. Section 33 11 14 — Buried Steel Pipe and Fittings 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Connection to an existing unpressurized Fort Worth Water Distribution System Main that does not require the City to take part of the water system out of service a. Measurement 1) This Item is considered subsidiary to the water pipe being installed. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the unit price bid per linear foot of water pipe complete in place, and no other compensation will be allowed. 2, Connection to an existing pressurized Fort Worth Water Distribution System Main that requires a shutdown of some part of the water system a. Measurement 1) Measurement for this Item shall be per each connection completed. b. Payment CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 6, 2013 City Project No. 100261 331225-2 CONNECTION TO EXISTING WATER MAINS Page 2 of 8 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Connection to Existing Water Main" installed for: a) Various sizes of existing water distribution main c. The price bid shall include all aspects of making the connection including, but not limited to. 1) Preparing submittals 2) Dewatering 3) Exploratory excavation (as needed) 4) Coordination and notification 5) Remobilization 6) Temporary lighting 7) Polyethylene encasement 8) Make-up pieces 9) Linings 10) Pavement removal 11) Excavation 12) Hauling 13) Disposal of excess material 14) Clean-up 15) Cleaning 16) Disinfection 17) Testing Connection to an existing pressurized Fort Worth Water Distribution System Main by Tapping Sleeve and Valve: a. Measurement 1) Measurement for this Item shall be per each connection completed. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tapping Sleeve and Valve" installed for: a) Various sizes of connecting main b) Various sizes of existing water distribution main c. The price bid shall include all aspects of making the connection including, but not limited to: 1) Preparing submittals 2) Dewatering 3) Exploratory excavation (as needed) 4) Coordination and notification 5) Tapping Sleeve and Tapping Valve 6) Remobilization 7) Temporary lighting 8) Polyethylene encasement 9) Make-up pieces 10) Linings 11) Pavement removal 12) Excavation 13) Hauling 14) Disposal of excess material CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of Sit 170) Revised February 6, 2013 City Project No. 100261 331225-3 CONNECTION TO EXISTING WATER MAINS Page 3 of 8 15) Clean-up 16) Cleaning 17) Disinfection 18) Testing 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 of Mechanical Engineers (ASME): a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250) 3. ASTM International (ASTM): a. A36, Standard Specification for Carbon Structural Steel. b. A 193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for High Temperature or High Pressure Service and Other Special Purpose Applications c. At94, Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service, or Both d. A242, Standard Specification for High-Strengtb Low -Alloy Structural Steel. e. A283, Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates. f. A285, Standard Specification for Pressure Vessel Plates, Carbon Steel, Low - and Intermediate -Tensile Strength. g. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. h. D2000, Standard Classification System for Rubber Products in Automotive Applications. 4. American Water Works Association (AWWA): a. C200, Steel Water Pipe - 6 IN and Larger. b. C207, Steel Pipe Flanges for Waterworks Service — Sizes 4 IN through 1441N. c. C2I 3, Fusion -Bonded Epoxy Coating for the Interior and Exterior of Steel Water Pipelines. d. C223, Fabricated Steel and Stainless Steel Tapping Sleeves. 5. American Water Works Association/American National Standards Institute (AWWA/ANSI): a. C 105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. b. CI I I/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. c. C115A21/15, Flanged Ductile -Iron Pipe with Ductile Iron or Gray -Iron Threaded Flanges. 6. NSF International (NSF): a. 61, Drinking Water System Components —Health Effects. 7. Manufacturers Standardization Society of the Valve and Fitting Industry Inc. (MSS): a. SP-60, Connecting flange Joint Between Tapping Sleeves and Tapping Valves. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 6, 2013 City Project No. 100261 331225-4 CONNECTION TO EXISTING WATER MAINS Pap, 4of8 1.4 ADMINISTRATIVE REQUIREMENTS A. Pre -installation Meetings I. Required for any connections to an existing, pressurized 16-inch or larger City water distribution system main that requires a shutdown of some part of the water system 2. May also be required for connections that involve shutting water service off to certain critical businesses 3. Schedule a pre -installation meeting a minimum of 3 weeks prior to proposed time for the work to occur. 4. The meeting shall include the Contractor, City Inspector and City Valve Crew. 5. Review work procedures as submitted and any adjustments made for current field conditions. 6. Verify that all valves and plugs to be used have adequate thrust restraint or blocking. 7. Schedule a test shutdown with the City. 8. Schedule the date for the connection to the existing system. B. Scheduling 1. Schedule work to make all connections to existing 16-inch and larger mains: a. During the period from November through April, unless otherwise approved by the City b. During normal business hours from Monday through Friday, unless otherwise approved by the City 2. Schedule City Valve Crew by 1:00 P.M. a minimum of 1 business day prior to planned disruption to the existing water system. a. In the event that other water system activities do not allow the existing main to be dewatered at the requested time, schedule work to allow the connection at an alternate time acceptable to the City. 1) If water main cannot be taken out of service at the originally requested time, coordination will be required with the City to discuss rescheduling and compensation for mobilization. 2) No additional payment will be provided if the schedule was altered at the Contractor's request. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00.. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS A. Product Data, if applicable Tapping Sleeve noting the pressure rating and coating system supplied including: a. Dimensions, weights, material list, and detailed drawings b. Maximum torque recommended by the manufacturer for the valve by size B. Submittals CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 6, 2013 City Project No. 100261 33 12 25 - 5 CONNECTION TO EXISTING WATER MAINS Page 5 of 8 1. Provide a detailed sequence of work for 16-inch, or larger, connections if required by City that includes: a. Results of exploratory excavation b. Dewatering c. Procedure for connecting to the existing water main d. Time period for completing work from when the water is shut down to when the main is back in service e. Testing and repressurization procedures 2. Welders that are assigned to work on connection to concrete cylinder or steel pipe must be certified and provide Welding Certificates, upon request, in accordance with AWWA C200. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Protect parts so that no damage or deterioration occurs during a prolonged delay from the time of shipment until installation is completed. 2. Protect all equipment and parts against any damage during a prolonged period at the site. 3. Protect the finished surfaces of all exposed flanges using wooden flanges, strongly built and securely bolted thereto. 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 5. Prevent plastic and similar brittle items from being exposed to direct sunlight and extremes in temperature. 6. Secure and maintain a location to store the material in accordance with Section 01 6600. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY A. Manufacturer Warranty 1. Manufacturer's warranty shall be in accordance with Division 1. PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed by the City's Standard Products List will be considered as shown in Section 01 60 00, a. The manufacturer must comply with this Specification and related Sections. CITY OF FORT WORTII NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 6, 2013 City Project No. 100261 331225-6 CONNECTION TO EXISTING WATER MAINS Page 6 of 8 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. B. Description 1. ReguIatory Requirements a. Tapping Sleeves shall meet or exceed AWWA C223 and the requirements of this Specification. b. All valve components in contact with potable water shall conform to the requirements of NSF 61. C. Tapping Sleeve Materials Body a. Body: Carbon Steel per ASTM A283 Grade C, ASTM A285 Grade C, ASTM A36 Steel or equal b. Finish: fusion bonded epoxy coating to an average 12 mil thickness. Fusion applied per AWWA C213. c. All buried tapping sleeves shall be provided with polyethylene encasement in accordance with AWWA/ANSI C105/A21.5. 1) Polyethylene encasement shall be in accordance with Section 33 11 10. 2. Flange a. Carbon Steel per ASTMA36 in accordance with AWWA C207 and ASME 1316.1 Class 125, b. Recessed for tapping valve per MSS SP-60 3. Bolts and Nuts a. Flanged Ends 1) Meet requirements of AWWA Cl 15 or AWWA C207 depending on pipe material. 2) Provide bolts and nuts in accordance with Section 33 11 05. 4. Gaskets a. Provide gaskets in accordance with Section 33 1105. 5. Test Plug a. 3/4-inch NPT carbon steel with square head and fusion bonded epoxy coating 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 Verify by exploratory excavation, if needed, that existing water main is as depicted in the Drawings and that the location is suitable for a connection to the existing water main. a. Excavate and backfill trench for the exploratory excavation in accordance with 3305 10. CITY OF FORTWORTH NSII 304nch water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of 81I 170) Revised February 6, 2013 City Project No. 100261 331225-7 CONNECTION TO EXISTING WATER MAINS Page 7 of 8 2. Verify that all equipment and materials are available on —site prior to the shutdown of the existing main. 3. Pipe lines shall be completed, tested and authorized for connection to the existing system in accordance with Section 33 04 40. 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Upon disruption of the existing water main, continue work until the connection is complete and the existing water main is back in service. B. Procedure 1. Expose the proposed connection point in accordance with Section 33 05 10. 2. Dewater the existing water line so the chlorinated water is not unlawfully discharged. 3. Maintain the water that may bleed by existing valves or plugs during installation within the work area to a reasonable level. a. Control the water in such a way that it does not interfere with the proper installation of the connection or create a discharge of chlorinated water. 4. If any discharge of chlorinated water occurs, discharged water shall be de - chlorinated in accordance with Section 33 04 40 5. Cut and remove or hot tap as called out in the plans, existing water main in order to mare the connection. 6. Verify that the existing pipe line is suitable for the proposed connection. 7. Place trench foundation and bedding in accordance with 33 05 10. 8. In the event that a tapping sleeve and valve is used, the coupon from the existing water main shall be submitted to the City. 9. Prevent embedment, backfill, soil, water or other debris form entering the pipeline. 10. Establish thrust restraint as provided for in the Drawings. 11. Clean and disinfect the pipeline associated with the connection in accordance with Section 33 04 40. 12. Place embedment to the top of the pipe zone. 13. Request that the City Valve Crew re -pressurize the pipeline. 14. Directionally flush the connection in accordance with Section 33 04 40. 15. Request that City Valve Crew open all remaining valves. 3.5 REPAIRIRESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 39 ADJUSTING [NOT USED] CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 6, 2013 City Project No. 100261 3.10 CLEANING [NOT USED] 331225-8 CONNECTION TO EXISTING WATER MAINS Page 8 of 8 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.C.3 and 4— Added reference to Section 33 1105 and removed bolt, nut and gasket material specification 2/6/2013 D. Townsend 3.4.13.4 Modified to refer to Section 33 04040 CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised February 6, 2013 City Project No. 100261 33 12 30 - 1 COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE WATER SYSTEMS Page 1 of 8 SECTION 33 12 30 COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE WATER SYSTEMS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. 2-inch through 8-inch Combination Air -Release and Air/Vacuum Valve Assemblies (Combination Air Valves) for potable water systems including: a. Combination air -release and air/vacuum valve b. Tap to water main c. Lead-free Inlet piping and appurtenances d. Vent piping and appurtenances e. Vault enclosure and appurtenances B. Deviations from this City of Fort Worth Standard Specification 1. Added pay item under section 1.2.13 for Blow -off Valve/Combination Air Valve assemblies at each end of the tunneled crossing. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 33 05 13 — Frame, Cover and Grade Rings 4. Section 33 11 10 —Ductile Iron Pipe 5. Section 33 11 11 —Ductile Iron Fittings 6. Section 33 11 14 —Buried Steel Pipe and Fittings 7. Section 33 12 10 — Water Services 1-Inch to 2-Inch 8. Section 33 12 20 -- Resilient Seated (Wedge) Gate Valve 9. Section 33 39 20 —Precast Concrete Manholes 1.2 PRICE AND PAYMENT PROCEDURES A. Combination Air Valve Assembly 1. Measurement a. Measurement for this Item shall be per each. 2. Payment a. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each "Water Air Release Valve & Vault" installed for: 1) Various inlet sizes 3. The price bid shall include: a. Furnishing and installing Combination Air Valves with appurtenances as specified in the Drawings b. Air valve vault and appurtenances c. Tapping the main CITY OF FORT WORTH NSn 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SII 170) Revised December 20, 2012 City Project No. 100261 331230-2 COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE WATER SYSTEMS Page 2 of 8 d. Isolation valves e. Fittings f. Vent piping g. Vent cover and/or enclosure h. Vent enclosure and/or pipe bollard protection, if required i. Excavation and. backfill B. Tunnel Blow -off Valve/Combsination Air Valve Assembly 1. Measurement a. Measurement for this Item shall be per. each. 2. Payment a. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each "Tunnel Blow -off Valve/Combination Air Valve Assembly" installed. 3. The price bid shall include: a. Furnishing and installing Combination Air Valves with appurtenances as specified in the Drawings b. Air valve vault and appurtenances c. Isolation valves d. Fittings e. Vent piping f. Vent cover and/or enclosure g. Vent enclosure and/or pipe bollard protection, if required h. Excavation and backfll 1.3 REFERENCES A. Definitions 1. Combination Air Valve: A device having the features of both an air -release valve and an air/vacuum valve 2. Inlet: The opening at the base of the Combination Air Valve mechanism through which air and water from the pipeline enters 3. Inlet Piping: The piping and appurtenances between the pipeline and the valve inlet 4. Lead-free: Lead-free pipes and plumbing fittings and fixtures shall contain less than 0.25 percent lead in accordance with the reduction of Lead in Drinking Water Act (P.L. 111-3 80). S. Orifice: The opening in the Combination Air Valve mechanism through which air is expelled from or admitted into the pipeline or piping system. Some valves may have multiple orifices. 6. OutIet: The opening at the top of Combination Air Valve mechanism, including the orifice, through which air enters or exits the Air Valve 7. Vent Piping: The piping and appurtenances from the Combination Air Valve outlet to its termination point outside the vault B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. CITY OF FORT WORTH NSII 304nch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing ofSH 170) Revised December 20, 2012 City Project No. 100261 331230-3 COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE WATER SYSTEMS Page 3 of 8 2. American Iron and Steel Institute (AISI). 3. ASTM International (ASTM): a. A536, Standard Specification for Ductile Iron Castings. 4. American Water Works Association (AWWA): a. C5I2, Air -Release, Air/Vacuum, and Combination Air Valves for Waterworks Service. b. M51, Air -Release, Air/Vacuum, and Combination Air Valves. 5. NSF International (NSF): a. 61, Drinking Water System Components -Health Effects. 6. Reduction of Lead in Drinking Water Act a. Public Law 111-380 (P.L_ 111-380) 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00, B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Combination Air Valves a. Application type b. Working pressure rating c. Test pressure rating d. Surge pressure rating e. Inlet size f. Small orifice size g. barge orifice size 2. Valve vault and appurtenances 3. Tapping appurtenances 4. Isolation valves 5. Fittings 6. Vent piping 7. Vent cover and/or enclosure 8. Vent enclosure and/or pipe bollard protection 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Combination. Air Valves of the same size shall be the product of 1 manufacturer, unless approved by the City. b. Combination air valves shall be in conformance with AWWA C512. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 331230-4 COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE WATER SYSTEMS Page 4 of 8 B. Certifications Obtain an Affidavit of Compliance from the valve manufacturer in accordance with AWWA C512. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Protect all parts such that no damage or deterioration will occur during a prolonged delay from the time of shipment until installation is completed and the units and equipment are ready for operation. 2. Protect all equipment and parts against any damage during a prolonged period at the site. 3. Protect the finished surfaces of all exposed flanges by wooden blank flanges, strongly built and securely bolted thereto. 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. S. Prevent plastic and similar brittle items from being directly exposed to sunlight or extremes in temperature. 6. Secure and maintain a location to store the material in accordance with Section 0166 00. 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY A. Manufacturer Warranty 1. Manufacturer's Warranty shall be in accordance with Division 1. PART 2 - PRODUCTS 2.1 OWNER -FURNISHED loR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 01 60 00, a. The manufacturer must comply with this Specification and related sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. 3. The Combination Air Valve shall be new and the product of a manufacturer regularly engaged in the manufacturing of air release/air vacuum valves having similar service and size. B. Description 1. Regulatoty Requirements a. Combination Air Valves shall meet or exceed the latest revisions of AWWA C512 and shall meet or exceed the requirements of this Specification. b. All Combination Air Valve components in contact with potable water shall conform to the requirements of NSF 61. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 33 12 30 - 5 COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE WATER SYSTEMS Page 5 of 8 c. All materials shall conform to the Reduction of Lead in Drinking Water Act (P.L. 111-380). This Act defines "Lead-free" for pipes and other appurtenances to be less than 0.25 percent lead. C. Performance / Design Criteria 1. Capacities a. Water Application = Potable Water b. Working Pressure from 10 psi to 150 psi c. Test Pressure = 22S psi d. Surge Pressure = 100 psi minimum, unless stated otherwise in the Contract Documents e. Size 1) Each orifice size must be sufficient to meet the requirements set forth in AWWA M51 and indicated on the Drawings. 2. Function a. High volume discharge during pipeline filling b. High volume intake through the large orifice c. Pressurized air discharge d. Surge Dampening/Controlled discharge rates 1) The valve shall have an integral surge alleviation mechanism which shall operate automatically to limit transient pressure rise or shock induced by closure due to high velocity air discharge or the subsequent rejoining of the separated water columns. The limitation of the pressure rise shall be achieved by decelerating the approaching water prior to valve closure. D. Materials Combination Air Valve a. Internal parts 1) Non -corroding material such as stainless steel or high density polyethylene b. Valve body 1) AISI 304 stainless steel or ASTM A536 ductile iron 2) Equipped with intake and discharge flanges c. Inlet/Discharge orifice area 1) Equal to the nominal size of the valve E. Finishes 1. Finish Materials a. Supply all ductile iron Combination Air Valves with a factory applied fusion bonded epoxy coating with a final coating thickness of 16 mils minimum. 2.3 ACCESSORIES A. For 2-inch Combination Air Valve Assemblies: 1. Tap a. Tapping saddle and 2-inch corporation valve (C.C. thread with flare) in accordance with Section 33 12 10 2. Inlet Piping a. 2-inch outlet between the tap and the isolation valve with the following: 1) Threaded, lead-free brass piping 2) Threaded, lead-free brass tee 3) Threaded, lead-free brass hand wheel valves CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 33 12 30 - 6 COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE, WATER SYSTEMS Page 6 of S 3. Vent Piping a. 4-inch minimum diameter, in accordance with the Drawings 4. Vent Screen a. Stainless Steel (AISI 304) 5. Dropover Enclosure a. Channell SPH-1420 thermoplastic enclosure, or approved equal Vault a. Provide a flat top 4-foot diameter concrete manhole in accordance with Section 33 39 20. b. Provide a 32-inch hinged cover with frame and grade ring in accordance with Section 33 05 13. c. Secure Air Valve to vault wall using a galvanized or stainless steel bracket manufactured by Grinell, or equal, in accordance with the Drawings B. For 3-inch to 8-inch Combination Air Valve Assemblies: 1. Tap a. For 24-inch diameter mains: 1) Provide 24-inch blind flange outlet b. For mains with 30-inch and greater diameter: 1) Provide 30-inch blind flange outlet c. For ductile iron and PVC mains, provide mechanical joint x flange tee with tapped flange. 2. Inlet Piping a. Flanged ductile iron or steel, depending on main material, in accordance with Drawings b. Corporation stops shall be in accordance with Section 33 12 10 and with Drawings. 3. Isolation Valves a. Gate valve (flanged) in accordance with Section 33 12 20 with: 1) 2-inch operating nut, non -rising stem with enclosed miter gearing for 3- inch and larger gate valves 4. Vent Piping a. 4-inch minimum, ductile iron pipe, in accordance with Drawings 5. Vent Screen a. Stainless Steel (AISI 304) 6. Dropover Enclosure a. Channel] SPH-1420 thermoplastic enclosure, or approved equal 7. Vault a. Provide a flat top, concrete manhole in accordance with Section 33 39 20. b. Manhole dimensions shall be in accordance with Drawings. c. Provide a 32-inch hinged cover with frame and grade ring in accordance with Section 33 05 13. d. Secure Air Valve to vault wall using a galvanized or stainless Stec bracket manufactured by Grinell, or equal, in accordance with the Drawings C. Finishes 1. Primer Materials CITY Or, FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 Ciry Project No. 100261 331230-7 COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE WATER SYSTEMS Page 7 of 8 a. Prime Vent Piping within vault, as well as above ground, for finish with a product listed in on the City's Standard Products List in Section 01 60 00, unless otherwise stated in the Drawings. 2. Finish Materials a. Paint Vent Piping within vault, as well as above ground, with a product listed in on the City's Standard Products List in Section 01 60 00, unless otherwise stated in the Drawings. b. Color to be selected by the City. 2.4 SOURCE QUALITY CONTROL A. Tests and Inspections I. Testing and inspection of Combination Air Valves shall be in accordance with AWWA C512. B . Markings 1. Each Combination Air Valve shall be marked in accordance with AWWA C512. PART 3 - EXECUTION 31 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install in accordance with manufacturer's recommendations and as shown on the Drawings. 2. Above ground and vault interior ductile iron piping and valves shall be painted in accordance with City requirements, unless otherwise stated in the Drawings. 3. Wrap all buried ductile iron pipe and fittings with polyethylene encasement in accordance with Section 33 11 10 and Section 33 It 11 respectively. 3.5 REPAIR 1 RESTORATION jNOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field Inspections 1. Pipe the large and small orifices directly to the vent piping. There direct discharge of an orifice to an underground vault. 2. The valve shall perform as intended with no deformation, leaking or damage of any kind for the pressure ranges indicated. 3. Before acceptance of the installed valve, the City Field Operations Staff shall have the opportunity to inspect and operate the valve. q. The City will assess the ease of access to the operating nut and ease of operating the corporation stop. CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 331230-8 COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE WATER SYSTEMS Page 8 of 8 5. If access and operation of the valve and its appurtenances meet the City Standard Detail, then the valve will be accepted as installed. 6. The Combination Air Valve assembly shall be free from any leaks. B. Non -Conforming Work 1. If access and operation of the valve or its appurtenances does not meet the City's criteria, the Contractor will remedy the situation until it meets the City's criteria, at the Contractor's expense. 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 Lag DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson General: Modified specification to reflect materials and equipment in City Standard Detail; Removed cast -in -place manhole references CITY OF FORT WORTH NSII 30-Inch Water Transmission, Part 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Beach Street Crossing of SH 170) Revised December 20, 2012 City Project No. 100261 GC-4e01 Availability ®f Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Northside II 30-Itch Water Transmission Main City Project No. 100261 Revised July 1, 2011 GC-4.02 Subsurface and Physical Conditions '[`HIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Northside E 30-Inch Water Transmission Main City Project No. 100261 Revised July 1, 2011 Irerracon de� oReport Geotechnical Engineering Report Pipeline Crossing at Sb 170 and H. Beach Street Port Worth, Texas April 17, 2020 Terracon Project No. 94205097 Prepared for: Hillwood Alliance Services, LLC Fort Worth, TX 76117 Prepared by: Terracon Consultants, Inc. Dallas, Texas Mrracon GeoR port April 17, 2020 Hillwood Alliance Services, LLC 9800 Hillwood Parkway, Ste 300 Fort Worth, TX 76117 Attn: Russell Laughlin Phone: (817) 224-6017 Re: Geotechnical Engineering Report Pipeline Crossing at SH 170 and N. Beach Street H 170 near North Beach Street Fort Worth, Texas Terracon Project No. 94205097 Dear Mr. Laughlin: This report presents the findings of the subsurface exploration and geotechnical engineering recommendations concerning earthwork, excavation and dewatering, trench shoring and trenchless construction for the proposed pipeline crossing in Fort Worth, Texas. This study was performed in general accordance with Terracon Proposal No. P94205097 dated March 13, 2020, and your March 13, 2020 authorization. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. r Nafiz Ahmed, P.E. Senior Engineer OF -'P.71111 ......r.. r..,.. 0.41ri0 0-4921 Tim G. Abrams, P.E. Senior Principal Terracon Consultants, Inc. 8901 Carpenter Freeway, Suite 100 Dallas, Texas 75247 Registration No. F-3272 REPORT TOPICS REPORT SUMMARY ....................................................................................................... INTRODUCTION.............................................................................................................1 SITE CONDITIONS.........................................................................................................1 PROJECTDESCRIPTION..............................................................................................2 GEOTECHNICAL CHARACTERIZATION......................................................................2 GEOTECHNICAL OVERVIEW ....................................................................................... 3 EARTHWORK................................................................................................................ 4 THRUST FLOCKS AND JACKING PITS....................................................................... 9 DEWATE RING CONSIDERATIONS............................................................................10 GENERAL COMMENTS...............................................................................................10 Note: This report was originally delivered in a web -based format. For more interactive features, please view your project online at client.terracon.com. ATTACHMENTS EXPLORATION AND TESTING PROCEDURES SITE LOCATION AND EXPLORATION PLANS EXPLORATION RESULTS SUPPORTING INFORMATION Note: Refer to each individual Attachment for a listing of contents. Responsive . Resourceful Reliable Geotechnical Engineering Report lkwacan Pipeline Crossing at SH 170 and N. Beach Street Fort Worth, Texas April 17, 2020 .1 Terracon Project No. 94205097 eoRepiD rt REPORT SUMMARY A City of Fort Worth water main is planned to cross below a planned depressed section of SH 170 near North Beach Street in Fort Worth, Texas. Two borings were drilled to a depth of 55 feet and soil and rock was tested to develop recommendations for the pipe line crossing. The following geotechnical considerations were identified: The water main will be installed using cut and cover and either tunnel jack and bore or tunneling machine methods. Depth of excavations are expected to approach 40 feet. Subsurface conditions consist of clays overlying layers of limestone and shale. Groundwater was not observed. The clay soils and limestone can be used as utility trench backfill if properly processed. Shale should not be used as utility trench backfill. Trench and tunnel excavations will be made through clays, shale and limestone. The soils, limestone and shale will need to be sloped or braced during construction. Applicable OSHA standards should be followed. The limestone and shale are hard and may be difficult to excavate, particularly in narrow trenches. The utility trench excavation, embedment, and backfilling should conform to the requirements of the latest City of Fort Worth Standard Construction Specification Document for pipeline construction Groundwater was not observed in the borings; however groundwater may be encountered during the excavation. Dewatering is expected to be manageable with sumps and pumps. This summary should be used in conjunction with the entire report for design purposes. It should be recognized that details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. The section titled GENERAL COMMENTS should be read for an understanding of the report limitations. Responsive Resourceful Ridiable Geotechnical Engineering Report Pipeline Crossing at SH 170 and Icy Beach Street H 170 near North Beach Street Fort Worth, Texas Terracon Project No. 94206097 April 17, 2020 INTRODUCTION This report presents the results of our subsurface exploration, laboratory testing and geotechnical engineering services for the proposed water main crossing. The pipeline will replace an existing City of Fort Worth waterline and will be located under a future depressed section of SH 170 near North Beach Street in Fort Worth, Texas. This report provides information and geotechnical engineering recommendations relative to: Subsurface soil and rock conditions o Utility trench excavations Groundwater conditions 2 Temporary trench shoring - Earthwork ar Trenchless construction Excavation considerations Cewatering considerations The geotechnical engineering scope of services for this project included 2 borings to a depth of about 55 feet, laboratory testing and engineering analyses. Maps showing the site and boring locations are shown in the Site Vicinity Map and Exploration Plan sections, respectively. The results of the laboratory testing performed on soil samples obtained from the site during the field exploration are included on the boring logs in the Exploration Results section. SITE CONDITIONS The following description of site conditions is derived from our site visit in association with the field exploration and our review of publicly available geologic map. Item Desarlplion The proposed pipeline is planned at H 170 near North Beach Street Project Location in Fort Worth, Texas. Latitude/Longitude (approximate): 32.968666°N 197.2881550 W Existing Improvements SH 170 frontage roads and North Beach Street Current Ground Cover Native grass and dirt Existing Topography Fairly flat Responsive - Resourceful �i Reliable 1 Geotechnical Engineering Report Irer mem Pipeline Crossing at SH 170 and N. Beach Street .r Fort Worth, Texas April 17, 2020 d Terracon Project No. 94205097 GeoRepo rt Item Description The site is situated within the Pawpaw Formation, Weno Limestone, and Denton Clay, undivided, geologic formation. This formation Geology generally consists of clays over primary bedrock, such as limestone and shale. The clays are expected to have high shrink/swell potential with moisture changes. The primary limestone is commonly tan and gray in color. The shale strata are gray and dark gray. PROJECT DESCORIPTION Our initial understanding of the project was provided in our proposal and was discussed during project planning. Our final understanding of the project conditions is as follows: Item I bescription Information Provided Site location, preliminary drawings (plan and profile) Project Description A 30-inch water line is planned to cross SH 170 on the east side of North Beach Street. A 54-inch permanent steel encasement will be installed where the water line crosses under the frontage roads and the future main lanes. Preliminary project drawings indicated that the maximum depth of the pipe casing invert will be about 40 feet below the frontage road grade. An 8-foot diameter vault is planned on the south side of the eastbound frontage. The vault will have a depth of about 40 feet. Either jack and hand mining or use of tunneling machine method is expected to be used to install the 54-inch diameter steel casing under SH-170 frontage roads and future main lanes. Pipeline installations north of the westbound frontage road and south of the eastbound frontage road are anticipated to be constructed using open cut methods. Temporary shoring will be required to protect existing utility lines and frontage roads. EOTE HNICAL CHARACTERIZATION Subsurface Profile We have developed a general characterization of the subsurface conditions based upon our review of the subsurface exploration, laboratory data, geologic setting and our understanding of the project. This characterization, termed GeoModel, forms the basis of our geotechnical calculations and evaluation of site preparation and foundation options. Conditions encountered at Responsive Resourcef d Reliable Geotechnical Engineering Report Irerracon Pipeline Crossing at SH 170 and N. Beach Street Fort Worth, Texas April 17, 2020 : Terracon Project No. 94205097 `Geoftport each exploration point are indicated on the individual logs. The individual logs and GeoModel can be found in the section of this report. As part of our analyses, we identified the following model layers within the subsurface profile. For a more detailed view of the model layer depths at each boring location, refer to the Geomodel and boring logs. Model Layet Layer Came I General Description Brown, dark brown, and light brown expansive clay fills (CH); these .I Fill Materials clays can experience high shrink/swell movements with moisture variations; the clays exhibited a stiff to hard consistency ' Brown, dark brown, light brown and tan clays (CH), which have a 2 Clay moderate to high shrink/swell potential with moisture variations; The clays exhibited a very stiff to hard in consistency. 3 J Lean Clay Tan lean clay (CL); These clays exhibited a hard consistency 4 Tan Limestone I Tan limestone with clay seams. This layer was only present in Boring B-1 above the shale layer 5 1 Shale 6 Limestone Groundwater Conditions Gray to dark gray shale with limestone fragments and layers. Gray limestone The borings were advanced using dry auger drilling techniques to a depth of about 35 feet, which allows short-term groundwater observations to be made while drilling. Groundwater seepage was not observed within the upper 35 feet. Below 35 feet, the boring was cored and drill water was introduced into the borehole. Groundwater level fluctuations occur due to seasonal variations in the amount of rainfall, runoff, landscape irrigation and other factors not evident at the time the borings were performed. Therefore, groundwater levels during construction or at other times in the life of the structure may be higher than the levels indicated on the boring logs. The possibility of groundwater level fluctuation should be considered when developing the construction plans for the project. GEOTECHNICAL, OVERVIEW Clays were encountered to a depth of 11 feet in boring B-1 and to a depth of 23 feet in boring B-2. Below the clay, tan limestone, gray to dark gray shale, and gray limestone layers were present. The clay soils can be excavated with standard earthwork equipment. Heavy duty and adequate earthwork and drilling equipment will be required to excavate and bore within shale and limestone Responsive Resourceful i Reliable Geotechnical Engineering Report Irma Pipeline Crossing at SH 170 and N. Beach Street Fort Worth, Texas April 17, 2020 Terracon Project No. 94205097 eoRepo rt- strata. The open cut excavations and tunnel excavations should meet OSHA and state law safety requirements for cut slopes and shored trenches as recommended in this report. Geotechnical recommendations for the planned pipeline installations including earthwork, excavation and dewatering, trench shoring, and soil properties are presented in the following report sections. The General Comments section provides an understanding of the report limitations. EARTHWORK The following sections provide recommendations for use in the preparation of specifications for the work. Recommendations include critical quality criteria as necessary to render the site in the state considered in our geotechnical engineering evaluation for pipe installations and pavements. Trench Excavation Considerations The excavations and tunneling operations are expected to extent through clays, shale, and limestones. Groundwater was not encountered during drilling to 35 feet. If groundwater is encountered dewatering of the excavations will be required. Sloughing or caving of the trench sidewall should be anticipated in areas where groundwater seepage is encountered. The sloughing/caving of the trench sidewalls will require the trench to be benched, sloped or braced. The shale underlying limestone are relatively hard and are expected to provide adequate tunnel face stand up time to excavate tunnels. The jack and bore or machine tunneling methods are anticipated to be used where the water line extends beneath the frontage roads and future main lanes of SH 170. Tunneling depths are anticipated to be up to about 40-foot depths. The tunnel bore may encounter mixed face conditions of shale and limestone as indicated by Borings B-1 and B-2 and illustrated in the . In addition, thin limestone layers may be present in the shale and thin shale layers may be present in the limestone. Open cut methods are anticipated to be used to install the water line north and south of the SH 170 frontage roads. The open cuts are expected to range from 15 to 40 feet from existing grades. The overburden soils can be excavated with standard earthwork equipment. The overburden soils will need to be sloped or braced during construction. Excavations into limestone and shale will require rock excavation methods such as equipment with rock teeth and breaker hoes. The shale and limestone are expected stand at or near vertical cuts long enough to install the required shoring. Excavations in the limestone and shale should be observed by qualified Geotechnical personnel. Applicable OSHA standards should be followed. Consideration should also be given to erosion protection on exposed slopes. Respom;Ide a Resourceful .. Rullable 4 Geotechnical Engineering Report Irerracon Pipeline Crossing at SH 170 and N. Beach Street r, Fort Worth, Texas - April 17, 2020 � Terracon Project No. 94205097 15eoftpoil For a temporary braced excavation support, a FHWA trapezoidal pressure distributions illustrated in the figure below is recommended for design of the shoring system. P 213 HI if 7- Till 1/3 H Th2 Thn 213 (H-HI ) R P = 37.5 H, Ibs./ft. (a) Wall with one level of Shoring J2J3 H 1 v 2/3 Hn+q P . _0� P = 37.5 H, lbs./ft. (b) Wall with multiple levels of shoring For sloped or braced excavations, surcharge loads must be incorporated into the shoring design. Surcharge loads may result from excavation spoil or equipment. The following guidelines are presented to aid in the development of the excavation plans: 1. Surface areas behind the crest of the excavations or braced excavations should be graded so that surface water does not pond within 15 feet of the crest nor drain into the excavation. 2. Heavy material stockpiles should not be placed near the crest of slopes or braced excavations unless wall slope and braced wall designs have accounted for these loads. Similarly, heavy construction equipment should not pass over or be parked within 10 feet of the crest. 3. The crest of slopes and braced excavations should be continually monitored for evidence of movement or potential problems. Freestanding slopes will become less stable when influenced by groundwater or saturation by rain. If groundwater seepage is encountered during construction phase, water can become perched with the soils above the bedrock. Seepage water may therefore be encountered during construction, especially if construction occurs during wet weather. Responsive : Resourceful r Reliable 5 Geotechnical Engineering Report 1rarCan Pipeline Crossing at SW 170 and N. Beach Street -- Fort Worth, Texas April 17, 2020 , Terracon Project No. 94205097 Fill Material Types Earthen materials used for structural and general fill should meet the following material property requirements. The fill types should conform to or exceed the latest requirements as outlined in the City of Fort Worth Standard Construction Specification, Utility Trench Excavation, Embedment, and Backfill specifications. Nomenclature On -site soils Imported fill Technical DascrlpVors (Appropriate Use Free of vegetation, organic material, debris, and rocks greater than 4 inches in maximum dimension ee General site grading Clean clay soil (free of deleterious material and Trench backfill for the debris) with liquid limits (LL) less than 60 and planned pipeline no rock greater than 4 inches in maximum dimension Sandy clay to clayey sand with a liquid limit Select fill (LL) of less than 35 and a plasticity index (PI) between 6 and 15. Crushed aggregate with less than 3% passing Granular fill the No. 200 sieve and less than 30% passing the No. 40 sieve Controlled Low Strength TXDOT Item 401 — Flowable Backfill, Materials (CLSM) Excavatable On -site Shale I Excavated shale ® Below grade ■ Pipe -bedding Pipe bedding and support zone o Not allowed as trench Backfill Excavated limestones - Crushed limestones On -site Limestone with particle sizes less than 4 inches in a Trench backfill maximum dimension with 30 percent passing the No. 4 sieve size. Imported Backfill ASTM C 33 — 56, 57 or 67 Stone I Trench backfill Materials Fill Compaction Requirements The recommended compaction criteria are presented in the following table. We recommend that engineered fill be tested for moisture content and compaction during placement. Should the results of the in -place density tests indicate the specified moisture or compaction limits have not been met, the area represented by the test should be reworked and retested as required until the specified moisture and compaction requirements are achieved. Responsive r Resourceful Reliable 6 Geotechnical Engineering Report 1rerrarmn Pipeline Crossing at SH 170 and N. Beach Street Fort Worth, Texas April 17, 2020 ;. Terracon Project No. 94205097 GeoReporlt Item ConipaWnn Gtlterla' Compaction Requirement Standard Proctor density test method ASTM D698. Lift thickness Loose lift thickness of 9-inches or less General site fill A minimum of 95% maximum standard Proctor dry density at a minimum of +3 percentage points above optimum moisture content On -site or imported clay soils Trench Backfilling: A minimum of 95% maximum standard proctor dry density in the range of -2 to +5 percentage points of optimum moisture content. Select fill A minimum of 95% maximum standard Proctor dry density in the range of -2 to +2 percentage points of optimum moisture content. Granular fill I A minimum of 95% maximum standard Proctor dry density at workable moisture content. Earthwork Construction Considerations The subgrade soils exposed during construction are anticipated to be relatively stable to construction traffic. However, the stability of site clays may be affected by precipitation and for repetitive construction traffic. If unstable conditions develop, workability may be improved by scarifying and drying. As a minimum, all temporary excavations should be sloped or braced as required by Occupational Health and Safety Administration (OSHA) regulations to provide stability and safe working conditions. The contractor, by his contract, is usually responsible for designing and constructing stable, temporary excavations and should shore, slope or bench the sides of the excavations as required, to maintain stability of both the excavation sides and bottom. All excavations should comply with applicable local, state and federal safety regulations, including the current OSHA Excavation and Trench Safety Standards (OSHA Standards 29 CFR-1926, Appendices A and B). Construction site safety is the sole responsibility of the contractor who controls the means, methods, and sequencing of construction operations. Under no circumstances shall the information provided herein be interpreted to mean Terracon is assuming responsibility for construction site safety, or the contractor's activities; such responsibility shall neither be implied nor inferred. Trench Backfiill The trench can be backfilled with compacted on -site soils. Shale should not be used to trench backfill. Soil backfill should be uniformly compacted as recommended in section Fill Compaction Requirements. If granular materials are used to backfill trench excavations, a minimum 2-foot thick clay layer should be placed to cap the granular backfill to reduce water infiltration. Responsive: Resourceful Reliable 7 Geotechnical Engineering Report 1rerracon Pipeline Crossing at SH 170 and N. Beach Street v Fort Worth, Texas April 17, 2020 . i Terracon Project No. 94205097 eoReport Properly compacted fills in deep excavations are anticipated to settle on the order of one percent of the total fill depth. If settlement must be limited to less than about one inch, the trench should be backfilled with compacted ASTM - C 33 No. 56, 57 or 67 stone, or Controlled Low Strength Materials (CLSM), flowable fill materials. Construction Observation and Testing The earthwork efforts should be monitored under the direction of the Geotechnical Engineer or the representative of Geotechnical Engineer. We recommend that excavation and trenchless segments be observed by qualified personnel during construction to help confirm the suitability of the buried pipe foundation conditions, that bedding and backfill materials are placed and compacted in accordance with the City of Fort Worth Standard Construction Specification, Utility Trench Excavation, Embedment, and Backfill. Each lift of compacted fill should be tested, evaluated, and reworked as necessary until approved by the Geotechnical Engineer prior to placement of additional lifts as outlined in Fill Compaction Requirements section and as recommended in the table below. Subgrede 1=requoncy of In -Place Mo1sture and Density Tests Trench backfill At least one test for every 200 linear feet of compacted trench Backfill In addition to the documentation of the essential parameters necessary for construction, the continuation of the Geotechnical Engineer into the construction phase of the project provides the continuity to maintain the Geotechnical Engineer's evaluation of subsurface conditions, including assessing variations and associated design changes. General Bedding, Embedment, and Backfill Recommendations The bedding, embedment and backfill for the pipe should be compatible with the design assumption of the type of pipe used, depth of cover, trench width, backfill settlement and seepage requirements. In general, the pipe should not bear directly on hard layers. The bedding should be uniform, and free of large rocks, debris, or other items that could damage the pipe. The bedding material must be placed without voids and should be evaluated for its corrosion potential. Appropriate bedding material could consist of the excavated soil along the alignment to imported crushed stone and include the same used for the embedment. Where coarse aggregate materials are used for the bedding, the maximum particle size for the coarse aggregate should be limited to % inch, which should conform the requirements of City of Fort Worth standards. The bedding thickness should be at least 6 inches thick. Responsive n Resourceful m Reliable Geotechnical Engineering Report Irerracon Pipeline Crossing at SH 170 and N. Beach Street : Port Worth, Texas --s April 17, 2020 u Terracon Project No. 94205097 eo pott The embedment material should not consist of expansive soils, such as the fat and lean clays encountered in the borings. Granular soils, such as a continuation of crushed stone bedding, a well -graded sand and gravel or sand. For a rigid pipe, the height of embedment typically ranges from 25 percent to 50 percent of the outside diameter of the pipe. The bedding and embedment material should be compacted to a minimum of 95 percent of ASTM D698. Backfill above the top of the pipe bedding backfill can be on -site soils. The backfill materials should be spread in loose lifts, less than 6 inches thick or thinner depending on the compaction equipment used. Each lift should be uniformly compacted to a minimum of 95 percent of ASTM D 698. If granular materials are used to backfill trench excavations, a minimum 2-foot thick clay layer should be placed to cap the granular backfill to reduce water infiltration. Fills compacted to 95 percent of standard proctor density are anticipated to settle on the order of one to two percent of the total fill depth. In areas where settlements must be reduced, the trench should be backfilied with flowable fill. THRUST BLOCKS AND JACKING PITS The thrust developed in the pipeline due to horizontal and vertical turns must be resisted by restrained joints or using thrust blocks. The horizontal soil bearing resistance can be used to proportion thrust blocks where changes in the pipe's vertical or horizontal direction are anticipated. Jacking pits for the jack and bore tunneling will exert horizontal forces. The following table includes the recommended allowable horizontal soil resistance for thrust blocks and pipe jack design based on the boring location. The values provided in the table include at least a factor of safety of 3. The thrust blocks must be placed against undisturbed soil or rock. Boring Depth Ball or Rock Expected 0 to 6 feet Clay 6 to 11 feet Clay B-1 11 to 17 feet 17 to 45 Tan Limestone Dark Gray Shale 45 to 55 feet 0 to 23 feet Gray Limestone Clay B-2 23 to 35 feet Dark Gray Shale 35 to 55 feet Gray Limestone Allowable Estimated Horizonlat Soil and Rock Resistance, I3sf 1,500 4,000 6,000 10,000 20,000 4,000 10,000 20,000 Responsive Resourceful . Reliable 9 Geotechnical Engineering Report lErmcmn Pipeline Crossing at SH 170 and N. Beach Street - Fort Worth, Texas April 17, 2020 � Terracon Project No. 94205097 eoReaport DEWATERING COPS SMERATIONS Water should not be allowed to stand in the excavations and the exposed soils and shale should not be allowed to desiccate. Groundwater seepage may occur from the limestone layer present between 11 and 17 feet and from above thin limestone layers in the shale. If groundwater is present, sumps and pump are anticipated to be sufficient to dewater the excavations. The design of the actual dewatering system required is the contractor's responsibility. GENERAL COMMENTS Our analysis and opinions are based upon our understanding of the project, the geotechnical conditions in the area, and the data obtained from our site exploration. Natural variations will occur between exploration point locations or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. Terracon should be retained as the Geotechnical Engineer, where noted in this report, to provide observation and testing services during pertinent construction phases. If variations appear, we can provide further evaluation and supplemental recommendations. If variations are noted in the absence of our observation and testing services on -site, we should be immediately notified so that we can provide evaluation and supplemental recommendations. Our Scope of Services does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. Our services and any correspondence or collaboration through this system are intended for the sole benefit and exclusive use of our client for specific application to the project discussed and are accomplished in accordance with generally accepted geotechnical engineering practices with no third -party beneficiaries intended. Any third -party access to services or correspondence is solely for information purposes to support the services provided by Terracon to our client. Reliance upon the services and any work product is limited to our client, and is not intended for third parties. Any use or reliance of the provided information by third parties is done solely at their own risk. No warranties, either express or implied, are intended or made. Site characteristics as provided are for design purposes and not to estimate excavation cost. Any use of our report in that regard is done at the sole risk of the excavating cost estimator as there may be variations on the site that are not apparent in the data that could significantly impact excavation cost. Any parties charged with estimating excavation costs should seek their own site characterization for specific purposes to obtain the specific level of detail necessary for costing. Site safety, and cost estimating including, excavation support, and dewatering requirementsldesign are the responsibility of others. If changes in the nature, design, or location Responsive Resourceful Q Reliable 10 Geotechnical Engineering Report ` rerracan Pipeline Crossing at SN 170 and N. Beach Street o Fort Worth, Texas -- April 17, 2020 Terracon Project No. 94205097 GeoRepor of the project are planned, our conclusions and recommendations shall not be considered valid unless we review the changes and either verify or modify our conclusions in writing. Responsive Resourceful m Reliable 11 ATTACHMENTS ENTS Responsive A Resourceful o Reliable Geotechnical Engineering Report Pipeline Crossing at SH 170 and N. Beach Street Fort Worth, Texas April 17, 2020 . Terracon Project No. 94205097 EXPLORATION AND TESTING PROCEDURES Field Exploration Boring Depth of Drllling B-1 and B-2 55 feet 76erracm Planned L.ocation1 See Exploration Plan Boring Layout and Elevations: Boring location was provided on Exploration Plan. Approximate latitude, longitude and the surface elevation at the boring drilled were obtained using Google Earth. The boring location should be considered accurate only to the degree implied by the methods employed to determine them. If elevations and a more precise boring layout are desired, we recommend the boring be surveyed. Subsurface Exploration Procedures The boring was drilled on April 8 and 9, 2020 using a truck - mounted drill rig. Continuous soil samples were obtained to a depth of 10 feet and at 5-foot intervals thereafter in soil. Push tube samplers were used to obtain sample of clays. Standard Penetration Tests (SPT) were conducted where the soil was too hard to push tubes. The SPT resistance values, also referred to as N-values, are indicated on the boring log at the test depths. The load carrying capacity of shale and limestone bedrock was evaluated in the field using the Texas Department of Transportation's (TxDOT) Cone Penetration Test. Shale and underlying limestone bedrock were cored using an NX sized double tube core barrels with a carbide cuffing bit. In addition, we observed groundwater level during drilling and sampling until water was introduced for rock coring. Laboratory Testing The boring log and samples were reviewed by a geotechnical engineer who selected soil samples for testing. These tests were performed by technicians under the supervision of the engineer. Liquid and Plastic Limits tests, percent passing No. 200 sieve and moisture content tests were performed to aid in classifying the soils in accordance with the USCS. Strength of cohesive soil was measured by unconfined compressive strength and hand penetrometer tests. Strengths of shale and limestone were measured by unconfined compressive strength tests. Test results are tabulated on the boring logs. Our laboratory procedures were based on applicable ASTM procedure. Responsive i Resourceful . Reliable EXPLORATION AND TESTING PROCEDURES 1 of 1 SITE LOCATION AND EXPLORATION PLAN Contents: Site Vicinity Map Exploration Plan Note: All attachments are one page unless noted above. Responsive wi Resourceful n Reliable i fI - �-+j r Y I'f ! ! M15li+rl+ d r IML ■ 1L .1 r ILI \w. 1- Y r . - I-L " �1 �• �1' � 5' I �! � �'I� Ti4 ILA, � �* "k'..'? �'9�*3!!�'"�� F � -- �ILrp- i {OV�J'"`Ifn'V7�•.L�±��{' � iGij: ��: �irr6 EXPLORATION PLAN Pipeline Crossing at SH 170 & N. Beach � Fort Worth, TX April 17, 2020 Terracon Project No. 94205097 lrarracan GeoReport DIAGRAM IS FOR GENERAL. LOCATION ONLY, AND IS AERIAL PHOTOGRAPHY PROM DFD NOT INTENDED FOR CONSTRUCTION PURPOSES BY MICROSOFT BING MAPS EXPLORATION RESULTS Contents: Boring fogs (B-1 and B-2) GeoModel Note: All attachments are one page unless noted above. Responsive Resourceful .i Reliable W 3 BORING LOG NO. Be I Page 1 of 1 PROJECT: Pipeline Crossing at SH 170 & N. Beach CLIENT: Hillwood Alliance Services LLC Street Fort Worth, TX SITE: SH 170 and N Beach St Fort Worth, TX L w > ❑ c7 <? a ¢ LOCATION See Expioridion.Plan Latitude: 32.963e1°Longitude:-97.2973° Approximate Surface Elev,: 685 (Ft,) +I- DEPTH ELEVATION Ft. v w ❑ .� z �O Lu ¢ � Fw ¢ m �p w o ¢ en �� wui LL z° oQ �0 fix STRENGTH TEST � z ¢W �z O tz a z F r� �w ❑ W ATTeRBeRG LIMITS w z F Z U w a w H w co wz� aw� r ow U z ¢ ir v, LL-Pi-PI FAT CLAY fCH1, brown to dark brown, very stiff to hard 3.5 (HP) 2.75 (HP) 26 72-22-50 y UC 1.08 5 23 96 11 679+1- 4.5+ (HP) .0 LEAN CLAY (CLJ, tan, hard, with calcareous deposits 4.5+ (HP) UC 2.44 7.7 19 105 45-17-28 4.5+ HP 20-12-30 N=42 18 1.0 674+1- WEATHERED LIMESTONE, with clay seams, tan +f '917.0 .� TC=10011.5" 668+1- SHALE, gray to dark gray 4.5+ (HP) UC 5.44 18 111 2 J3.9 4.5+ (HP) UC 8.49 15 120 2 - 4.5+ (HP) UC 10.97 6 16 118 3 s 3 TC=10017" 97l93 UC 10,96 4,5 14 123 - 6" to 8" layers of limestone at 38' to 40' 4 80180 UC 12.37 4.8 14 121 45,0 640+1- 4 LIMESTONE, gray 97190 UC 53.06 1 1,9 7 1 146 ra 97197 55,❑ 630+1- 55 Boring Terminated at 55 Feet Stratification lines are approximate. In -situ, the transition may be gradual. Advancement Method: Dry Angered and Wet Rotary See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). Notes: Latitude, longitude and elevation based on Goggle Eadh See--5uppo?iing Information for explanation of symbols and abbreviations. Abandonment Method: Boring backfiIled with bento0e chips upon completion to a depth of 2 feet, and top 2 feet with cuttings. WATER LEVEL OBSERVATIONS Irerracon Baring Started: 04-00-2020 Boring Completed: 04-08-2020 No seepage encountered during drilling Dry at completion 8901 Carpenter Fury, Ste 100 ❑rill Rig: Driller: StrataBore Dallas, TX Project No,; 94205097 n BORING LOG NO.13- 2 Page 1 of 1 PROJECT: Pipeline Crossing at SH 170 & N. Beach CLIENT: Hillwood Alliance Services LLC Street Fort Worth, TX SITE: SH 170 and N Beach St Fort Worth, TX a C7 LOCATION See Exploration Plan z w 1 STRENGTH TEST ATL R13FRG w Latitude: 32.9697' Longitude:-97.288' v D~ }EL ui z a cr w z z ax E t a �wo o� u�iw ad $a T'. aw �z �� LL-PL-P!Approximate z Surface Elev.: 681 (Ft.) +ti p ¢ ¢ rL a v DEPTH ELEVATION Ft. ~ o FILL - FAT CLAY (CH, with gravel, 4.5 (HP) 1 brown and tan, very stiff to hard 3.0 HP 21 60-19-41 4.0 677+l- UC 7.18 8.4 23 102 4.5+ {HP} 77-23-54 FAT CLAY -(CHI, dark brown, hard 5 s.o 675+r- 4.5+ {HP} 17 143 76-21-55 41 FAT CLAY (CH}with gravel, brown, 4.5+ HP 3 light brown and tan, hard, with 13-5-10 17 t calcareous deposits N=15 i 7 u 51 2 4.5+ (HP) UC 2.82 6.5 22 105 56-20-36 1 4.5+ (HP) UC 6.07 4.8 20 110 i 's 2 23.0 658+1- SHALE, gray to dark gray, with _ 4,5+ (HP) UC 6.33 7.7 17 112 i i limestone fragments 2 i 4.5+ (HP) 3 35.0 6464 '3 TC=10014.5" LIMESTONE, gray _ 95193 UC 107.27 2.8 5 148 UC 11.13 4.2 6 141 4 UC 87187 41.12 5.5 12 140 4 UC 10.50 4.2 14 125 97192 5 r/98 55.0 626+1- 55 Boring Terminated at 55 Feet Stratification lines are approximate. la -situ, the transition may be gradual. Advancement Method: See Exlloration and Testing Procedure, for a Notes: Dry Augered and Wet Rotary description of field and laboratory procedures Latitude, longitude and elevation based on Google Earth used and additional data (if any). See Supporting Information for explanation of symbols and abbreviations. Abandonment Method: Baring backfilled with bentonite chips upon completion to a depth of 2 feet, and top 2feet with soil cuttings. WATER LEVEL OBSERVATIONS 1 taco Baring Started: 04-09-2020 Boring Completed: 04-09-2020 No seepage encountered during drilling Drill Rig: Driller: Sirata0ore Dry at completion 8901 Carpenter Fwy, Ste 100 Dallas, TX Project No.: 94205097 GEOMODEL Pipeline Crossing at SH 170 & N. Beach Street ' Fort Worth, TX Terracon Project No. 94205097 lrerracon eoRepof This is not a cross section. This is intended to display the Geotechnical Model only- See individual logs for more detailed conditions. LEGEND I - - 7 .'� �1ahm _ Fill Matarl� -- Pat tijary �, General fYosarlpilon Brown, dark brrown and tan fat clays (CH) with gravel; Exhibited very stiff to hard in oonsistency O Fat Clay ®Weathered Limestone ®Limestone !] Lean Clay ®Shale Brown, dark brown, light brown and tan fat clays (CH); Exhibited very stiff to hard in consistency S Lown day Tan lean clay (CL); Exhibited hard in consistency 4 Vvaathered Urn"ElolGraylimestone Tan weathered limestone with day seams 5 Shale Gray to dark gray shale with limestone fragments and layers 0 L1rrm5tw-te NOTES: Layering shown on this figure has been developed by the geotechnical engineer for purposes of modeling the subsurface conditions as required for the subsequent geetechnical engineering for this project. SUPP®" i IHG INFORMATION Contents: General Notes Unified Soil Classification System Description of Rock Properties (2 pages) Note: All attachments are one page unless noted above. Responsive Resourceful .i Reliable GENERAL NOTES DESCRIPTION OF SYMBOLS AND ABBREVIATIONS Pipeline Crossing at SH 170 & N. Beach Street I Fort Worth, TX Terracon Project No. 94205097 SAMPLING Rock Core Shelby Tube Texas V�Split Spoon Cone k Penetrometer WATER LEVEL Water Initially Encountered Water Level After a Specified Period of Time �- Water Level After a Specified Period of Time Cave In Encountered Water levels indicated on the soil boring logs are the levels measured in the borehole at the times indicated. Groundwater level variations will occur overtime. In low permeability soils, accurate determination of groundwater levels is not possible with short term water level observations. Irerramn oRepo FIELD TESTS N Standard Penetration Test Resistance (BEowslFt.) (HP) Hand Penetrometer (T) Torvane (DCP) Dynamic Cone Penetrometer UC Unconfined Compressive Strength (PID) Photo -Ionization Detector (OVA) Organic Vapor Analyzer - — — DMfUPTIVE SOIL MA SfFIC ATION T- -- - M Soil classification as noted on the soil boring logs is based Unified Soil Classification System. Where sufficient laboratory data exist to classify the soils consistent with ASTM D2487 "Classification of Soils for Engineering Purposes" this procedure is used. ASTM D2488 "Description and Identification of Soils (Visual -Manual Procedure)" is also used to classify the soils, particularly where insufficient laboratory data exist to classify the soils in accordance with ASTM D2487. In addition to USCS classification, coarse grained soils are classified on the basis of their in -place relative density, and fine-grained soils are classified on the basis of their consistency. See "Strength Terms" table below for details. The ASTM standards noted above are for reference to methodology in general. In some cases, variations to methods are applied as result of local practice or professional judgment. LOCATION AND ELEVATION NOTES ' Exploration point locations as shown on the Exploration Plan and as noted on the soil boring logs in the form of Latitude and Longitude are approximate. See Exploration and Testing Procedures in the report for the methods used to locate the exploration points for this project. Surface elevation data annotated with f/- indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from topographic maps of the area. STRF-NGfH TERMS RKI ATNE DENSITY OF Coy SE-6RlatlVi;D SOIL,B — — — WhISEO €RC Y OF FlNEd1MNI;E3 SOILS — — (.Mow lhillr lsul�l Islalfintl im M. 200 MIRVW,) o A or rr4ore p3nrira die tft 20il sreML_J anpUydbTerMlnod tay,9tamda a PonelrolliM R6111 Etanca O04slala�ICY din mined bylnhoialurryy hlLow p"pulh ltla*1W. Flod ulauul -nianwi prnLzdurn rx ptrriduttt p�"Nurr T�'M bco Descriptive Term Standard Penetration or Descriptive Term Unconfined Compressive Strength Standard Penetration or (Density) N-Value (consistency) Qu, (tsf) N-Value BlowslFt. Blows/Ft. 0-1 Very Loose 0-3 Very Soft less than 0.25 Loose 4-9 Soft 0.25 to 0.50 2-4 Medium Dense 10 - 29 Medium Stiff 0.50 to 1.00 4-8 Dense 30 - 50 Stiff 1.00 to 2.00 8 -15 Very Dense > 50 Very Stiff 2.00 to 4.00 15 - 30 > 30 Hard > 4.00 SOFL90MING LOG The soil boring logs contained within this document are intended for application to the project as described in this document. Use of these soil boring logs for any other purpose may not be appropriate. Irerracon 00&Olt 1 7 C1e�aaiCe�#ion.. dtef'ae for Assigning Group Symbols and Group Names Using Laboratory Tosts FaUF Symbol Group N Clean Gravels: Cu' 4 and i < Cc < 3 E GW Well-Rraded Gravel J Gravels: Less than 5% fines c Cu < 4 and/or [Cc<1 or Cc>3.0] E GP Poorly graded gravel F More than 50°% of coarse fraction retained on No. 4 sieve Gravels with Fines: Fines classify as ML or MH GM Silty gravel F, 6, H Coarse -Grained Soils: More than 12% fines c Fines classify as CL or CH GC Clayey gravel F, 6, H More than 50% retained r on No. 200 sieve Clean Sands: Cu >_ 6 and 1 < Cc < 3 E SW I Well -graded sand Sands: Less than 5% fines n Cu < 6 and/or [Cc<1 or Cc>3.0] E SP Poorly graded sand 50% or more of coarse _ fraction passes No. 4 Sands with Fines: Fines classify as ML or MH SM Silty sand69 HT l sieve More than 12% fines n Fines classify as CL or CH SC Clayey sand 6, H, PI > 7 and plots on or above "A" CL 1 Lean clay K, L. M Inorganic: Silts and Clays: PI < 4 or plots below "A" line ,r ML I SltK.<<M Liquid limit less than 50 Liquid limit - oven dried]Organic clay K, L, M, H Fine -Grained Soils: Organic: < 0.75 OL Liquid limit -- not dried Or anic silt K L. M, o 50% or more passes the No. 200 sieve PI plots on or above "A" line CH Fat Clay It, L, M Inorganic: Silts and Clays: PI plots below "A" line MH Elastic Silty i, M Liquid limit 50 or more Liquid limit - oven dried rg anic clay » L, M, r organic. < 0.75 OH Liquid limit - not dried Or anic silt a+ L, M, Q Highly organic soils: Primarily organic matter, dark in color, and organic odor PT Peat A Based on the material passing the 3-inch (75-mm) sieve. H if fines are organic, add 'bvith organic fines" to group name. a If field sample contained cobbles or boulders, or both, add "with cobbles I If soil contains >_ 15% gravel, add "with gravel" to group name. or boulders, or both" to group name, a If Atterberg limits plot in shaded area, soil is a CL-ML, silly clay. Gravels with 5 to 12% fines require dual symbols: GW-GM well -graded HIf soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel with slit, GW-GC well -graded gravel with clay, GP -GM poorly gravel," whichever is predominant. graded gravel with silt, GP -GC poorly graded gravel with clay. L If soil contains >_ 30% plus No. 200 predominantly sand, add Sands with 5 to 12% fines require dual symbols: SW-SM well -graded ^sandy" to group name, sand with silt, SW -SC well -graded sand with clay, SP-SM poorly graded MY soil contains >_ 30% plus No. 200, predominantly gravel, add sand with silt, SP-SC poorly graded sand with clay. "gravelly" to group name. 2 (D,) H PI >_ 4 and plots on or above "A" line. E Cu = d601d,a Cc = e PI < 4 or plots below "A" line. D X D "A" 10 W P PI plots on or above line. F If soil contains ? 15% sand, add "with sand" to group name. QPi plots below "A' line. 61f fines classify as CL-ML, use dual symbol GC -GM, or SC-SM. 60 50 hw 40 W a _z 30 U U7 20 10 7 4 0 0 ------------ - For cfassificatia soils and fine-gi of coarse-graine Equation of "A" - fir Horizontal at PI=4 i then PI=0.73 (LL- Equation of "U" - Iir Vertical at LL=16 tc then PI=0.9 (LL-e 10 16 20 DESCRIPTION OF ROCK PROPERTIES Irermcan . eDReport Unweathered I No visible sign of rock material weathering, perhaps slight discoloration on major discontinuity surfaces Slightly weathered Discoloration indicates weathering of rock material and discontinuity surfaces. All the rock material may be discolored by weathering and may be somewhat weaker externally than in its fresh condition. Moderately Less than halt of the rock material is decomposed and/or disintegrated to a soil. Fresh or discolored rock is weathered present either as a continuous framework or as corestones. Highly More than half of the rock material is decomposed and/or disintegrated to a soil. Fresh or discolored rock is weathered present either as a discontinuous framework or as corestones. Completely All rock material is decomposed and/or disintegrated to soil. The original mass structure is still largely intact. weathered Residual soil All rock material is converted to soil. The mass structure and material fabric are destroyed. There is a large change in volumerl_, but the soil has not been significantly transported. MW �� '7— --- STRENGTH'OR }IAR0NESS Unlaxlal CornproaalYn l7escrl rlI Field Identlficatlon Strerw9tli� psi. t11Pa} Extremely weak Indented by thumbnail 40-150 (0.3-1) Very weak Crumbles under firm blows with point of geological hammer, can be 150-700 (1-5) peeled by a pocket knife Weak rock Can be peeled by a pocket knife with difficulty, shallow indentations 700-4,000 (5-30) made by firm blow with point of geological hammer Medium strong Cannot be scraped or peeled with a pocket knife, specimen can be 4,000-7,000 (30-50) fractured with single firm blow of geological hammer Specimen requires more than one blow of geological hammer to 7,000-15,000 (50-100) Strong rock fracture it Very strong Specimen requires many blows of geological hammer to fracture it 15,000-36,000 (100-250) Extremely strong I Specimen can only be chipped with geological hammer >36,000 (>250) -DISCONTINUITY DESCRIPTION Flea ie Spafllri$'� olnts, Faults, Other Fractures) Budd/no Spacing �Mey lieclirde &IRIan or Banding) Dimcrlptlon $pacing , Dasarips lmi spacing Extremely close < % in (<19 mm) Laminated < 1/ in (<12 mm) Very close % in — 2-1/2 in (19 - 60 mm) Very thin '/ in -- 2 in (12 — 50 mm) Close 2-1/2 in —8 in (60 — 200 mm) Thin 2 in-1 ft. (50 — 300 mm) Moderate 8 in — 2 ft. (200 — 600 mm) Medium 1 ft. — 3 ft. (300 — 900 mm) Wide 2 ft. — 6 ft. (600 mm — 2.0 m) Thick 3 ft. —10 ft. (900 mm — 3 m) Very Wide 6 ft. — 20 ft. (2.0 — 6 m) Massive > 10 ft. (3 m) Discontinuity Orientation (Angle): Measure the angle of discontinuity relative to a plane perpendicular to the longitudinal axis of the core. (For most cases, the core axis is vertical; therefore, the plane perpendicular to the core axis is horizontal.) For example, a horizontal bedding plane would have a 0-degree angle. ROCK QU,Al,tV DESIGNATION (RQC) Ut' arEpilon REIDIt&ILe Very Poor i 0 - 25 Poor Fair Good Excellent 25 — 50 50 — 75 75 — 90 90 - 100 1- The combined length of all sound and intact core segments equal to or greater than 4 inches in length, expressed as a percentage of the total core run length. Reference: U.S. Department of Transportation, Federal Highway Administration, Publication No FHWA-NHI-10-034, December 2009 Technical Manual for Design and Construction of Road Tunnels -- Civil Elements 1rerracan DESCRIPTION OF ROCK PROPERTIES GeoReport WkAlHERING Fresh Rock fresh, crystals bright, few joints may shows light staining. Rock rings under hammer if crystalline. Very slight Rock generally fresh, joints stained, some joints may show thin clay coatings, crystals in broken face show bright. Rock rings under hammer if crystalline. Slight Rock generally fresh, joints stained, and discoloration extends into rock up to 1 in. Joints may contain clay. In granitoid rocks some occasional feldspar crystals are dull and discolored. Crystalline rocks ring under hammer. Significant portions of rock show discoloration and weathering effects. In granitoid rocks, most feldspars are dull Moderate and discolored; some show clayey. Rock has dull sound under hammer and shows significant loss of strength as compared with fresh rock. Moderately severe All rock except quartz discolored or stained. In granitoid rocks, all feldspars dull and discolored and majority show kaolinization. Rock shows severe loss of strength and can be excavated with geologist's pick. Severe All rock except quartz discolored or stained. Rock "fabric" clear and evident, but reduced in strength to strong soil. In granitoid rocks, all feldspars kaolinized to some extent. Some fragments of strong rock usually left. Very severe All rock except quartz discolored or stained. Rock "fabric" discernible, but mass effectively reduced to "soil" with only fragments of strong rock remaining. Complete Rock reduced to "soil". Rock "fabric" no discernible or discernible only in small, scattered locations. Quartz may be present as dikes orstringers. _ HA DNES3 far en lr l%:Rdng dusyfptltxr� o-f rack - not to be c8rifusad with M6h's scale -fbr minerals]__ _ - Very hard Cannot be scratched with knife or sharp pick. Breaking of hand specimens requires several hard blows of geologist's pick. Hard Can be scratched with knife or pick only with difficulty. Hard blow of hammer required to detach hand specimen. Moderately hard Can be scratched with knife or pick. Gouges or grooves to'/a in. deep can be excavated by hard blow of point of a geologist's pick. Hand specimens can be detached by moderate blow. Medium Can be grooved or gouged 1/16 in. deep by firm pressure on knife or pick point. Can be excavated in small chips to pieces about 1-in. maximum size by hard blows of the point of a geologist's pick. Soft Can be gouged or grooved readily with knife or pick point. Can be excavated in chips to pieces several inches in size by moderate blows of a pick point. Small thin pieces can be broken by finger pressure. Very soft Can be carved with knife. Can be excavated readily with point of pick. Pieces 1-in. or more in thickness can be broken with finger pressure. Can be scratched readily by fingernail. Joint, Budding, and l'oli tlot cfng Irl Rock ' spacing J.alj* AL Very close Close E3odrfingXoEiatgorl Very thin Thin Less than 2 in. 2 in. --1 ft. 1 ft. - 3 ft. Moderately close Medium 3 ft. --10 ft. Wide Thick More than 10 ft. Very wide Very thick 9 . SpacInU refers to the distance normal to the planes, of the described feature, which are parallel to each other or nearly so. eck Quality Wsivakor Map Joint Dpanness t}esariptors ; as $ psrcnrttagv i0lagnostle descrlptlon� i0 .Rlxrfas — - Dasor _ _RGl4 Exceeding 90 Excellent No Visible Separation Tight 90 - 75 Good Less than 1/32 in. Slightly Open 75-50 Fair 1/32 to 1/8 in. Moderately Open 50 -- 25 Poor 1/8 to 3/8 in. Open Less than 25 Very poor 318 in. to 0.1 ft. Moderately Wide r RQD (given as a percentage) = length of core in pieces 4 Greater than 0.1 ft. Wide inches and longer / length of run References: American Society of Civil Engineers. Manuals and Reports on Engineering Practice - No. 56. Subsurface Investigation for Design and Construction of Foundations of Buildincis. Now York: American Society of Civil Engineers, 1976. U.S. Department of the Interior, Bureau of Reclamation, Engineering Geology Field Manual. GC-60060D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY 13 LANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Northside ❑ 30-inch Water Transmission Main City Project No. 100261 Revised July 1, 2011 City of Pori North Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY If the total dollar value of the- cantmet is $150.000 or more, then a MI BE sjlh;.O!Itr +ing ;teal is ,applicable, POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. The City's MBE goal on this project is MBE PROJECT GOALS % of the base bid value of the contract. Note: if both MSE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The O#faarir shall delluar The M133 drwcumeniallon in person to Ilse appioprlale ealplu".e of the purchasing thwsian and obtain s datetl3me receipl Such necelpi shall be avldence That If a City recelved the documerllatlon In Me lime elloryated. A Crazed andlor emailed copy will not bo accepted 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontracting/supplier work: after the bid opening date, exclusive of the bid opening date. r. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE 611) BEING CONSIDERED NION-RESPONSIVE TO SPECIFICATIONS _ FAILURE TO '.33IJBMIT THE REQUIRED NIBE DOCUMENTATION WILL RESULT IN THE BIB? BEING CONSIDERED NOWRESPONSIVL. A SEC -ONO 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 MIWBE Office at (817) 212-2674. Rev. 2/10/15 ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: or NON-M/W/DRF BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER % Identify all subcontractors/suppliers you will use on this project Failure to complete this fonri. in Its entirety with re quested documentation. and received by the P'trrchasing 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 cowiidered non -responsive to bid specificaticsi)s. The undersianed offeror agrees to enter into a formal agreement with the MBE firm(s) listed mil. tl?iG wilization Grhed►liP ♦YOrlditinrled upon pnorUfjnn Of contract ;'itJh [lie City of Fort �iUnrth, The intentional and nr i,nn�%lino misrepresentation of facts is grounds for consideration of disqualification and will result In the bid being considered non -responsive to bid specifications. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Valise counties. Primp contractors must identify by tier level of all subcontractorslsui ;rnlieC& Tier' means the level of subrnntra_c.tinq below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is Oonsiderpri I" tier, a pay mpni by a subcontractor to its ;supplier is cunsi'lered 2 d Lief, The prime contractor IS responsible to provide proof of payment Of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD, Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are 4j'#Ili7ari, the Offemmr will be given credit as long as the MBE listed owns and operates Bt I.-ast one fully licensed and operational truck to be used on the contract, The MBE may Jease trucks tfrOrn anolher MBE rlrm, Including MSE c;;ner-operated, and receive full VIBE credit, The lVGE may lease trucks from non -MBEs, including m ner-operated, bL�t w ll only re pill? credit for the fees and com. missions earned by the MBE as oi_ifl n-d in the lease agreement. Rev. 2/10/15 FoRTWORTH ATTACHMENT IA Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status-, i.e., Minority ard ncm-MS5sr. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTORISUPPLIER NCTRCA N U n Company Name T _=-- Detail Detail Address TelephonelFax i M W e Subcontracting Work Supplies Purchased Dollar Amount Email Contact Person B B E E B 0 0 0 0 0 0 1'J 0 0 Z1��]iG7l�b9 FORT WORTH ATTACHMENT1A Page 3 of 4 Offerors are required to identify ALL subcontractorslsuppliers, regardless of status; i.e., Minority =d non-MB11%. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax Email Contact Person T I e r NCTRCA ° iM t` Detail Subcontracting Work Detail Supplies Purchased Dollar Amount M E E yy B E ❑ ❑ El 7�WiWAR ATTACHMENT1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers I $ Total Dollar Amount of Non -MBE SubcontractorslSuppliers j $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS 1 $ 1'he Offeror will not make additions, deletinn--s, or 5tf}bstitutions to this certifletii list without the prior nppr{�va o the/ i Minority and Women Business Enterprise Office through the Submittal of a RegUe_ct tow ALwo—al G4 Change4Add ivon form. ,any unjustified change or deletion shall be a material breach of contract and may re-SLltl in debarment in accord with the nrCcedureS Qiitiin-d In the ordinance_ The Ofteror shall tibmit a detallec+l explanation of how the requeYted changeladdition or deoetir,n will affect the committ-ed MBE43oal_ if the detail/ explanation is not submitted, it %,gill affect the final compliance deterMiYlatiYn. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Company Name Address City/State/Zip Contact Name/Title (if different) Telephone and/or Fax E-mail Address Date Rev. 2110115 FORT WOTH City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form ATTACHMENT 1 B Page 1 of 1 OFFEROR COMPANY NAME: Check applicable block to describe prime PROJECT NAME: M/W1DR NON-MNVIDBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER If both answers to this form are YES, do not complete ATTACHMENT I (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00 a.m., on the second Citv business day after bid opening. exclusive of the bid opening date. %:^Il restflt in the bid being considered non-Ye.tponsiue to bid specifications. Will you perform this entire contract without subcontractors? If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. YES NO Will you perform this entire contract without suppliers? If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. YES NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment thereof and any proposed changes to the original MBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one 1 year. Authorized Signature Title Company Name Address City/State/Zip Printed Signature Contact Name (if different) Phone Number Fax Number Email Address Date Rev. 2110/15 ATTACHMENT 1C Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Good with Effort Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: MIW/DBE I I NON-MNJ/DBE BID DATE City's MBE Project Goal. Offeror's MBE Project Commitment: PROJECT NUMBER % % If the Offeror dIw not meet or eKCeed the IVIBF s�`,4rbcontrartinq goal for this project, the Offeror rlrust Camrlete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to Gornplete this forM, in Its € nt'iraty with supporting documentation, and received by the Purchasing I)h,;-Inn no later than 2:00 l4.ri't, on the secoiTd City -huSiiless flay after bid openingr excluSive of bid oper,in`-J date, will result In the bid being wonsidered nun -responsive to hits -specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non -MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (use aaamonal sneers, fr necessary) List of Subcontracting Opportunities I List of Supplier Opportunities Rev. 2110115 ATTACHMENT 1.0 Page 2 of 4 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors andlor suppliers from the City`s MIWBE Office. Yes No Date of Listing 1 1. 3.) Did you solicit bids from MBE firms, within the subcontracting andlor supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE 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? Yes (If yes, attach list to include name of MBE firm, op rson contacted, phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? Yes (If yes, attach list to include name of MBE 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 GFE non -responsive.) No 6.) Did you solicit bids from MBE 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 ]VIBE 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" documentation may render the GFE non- responsive.) No NOTE, The four ineithods identified above are 3Yceptable for so citing bids, and each selected (method mast be .applied to the applicable contract. The Offeror ]must document that either at leas! two attempts were made using t,..,o of the four methods or that at least one successful contact was made using one of, the four methods in order to by deemed responsive to the v_aod Ealth Effort requirernerrl. NOTE: The Offeror must contact the entire MBE list specific to each ;st bcontracting and supplier opportunity to be in compliance with questions 3 through 8. 7.) Did you provide plans and specifications to potential MBEs? Yes No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev. 2110115 ATTACHMENT I Page 3 of 4 9.) Did you prepare a quotation for the MBEs to hid on goods/services specific to their skill set? Yes (If yes, attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? Yes (If yes, attach the information that was not valid in order for the NINVBE Office to address the corrections needed.) No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in -camera access to an inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL. INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The 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 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. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Rev. 2110115 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the MBEs) listed waslwere contacted in good faith. It is understood that any 1i11i BE(s) listed in Attachment 1 C will be contacted and the reasons for not using them will be verified by the City's NIII BE Office. Authorized Signature Title Company Name Address City/State/Zip Printed Signature Contact Name and Title (if different) Phone Number Fax Number Email Address Date Rev. 2110115 Joint Venture Page 1 of 3 JF_70RT WORTH CITY OF FORT WORTH MBE Joint Venture Elimibility Form All questions must be answered; use "N/A" if not applicable. Name of City project: A joint venture form must be completed on each project UP/Bid/Purchasing Number: I. Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture _ MBE firm name: I Non -MBE firm name, Business Address: Business Address: City, State, Zip: City, State, Zip: Telephone Facsimile F mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 1. Nee a of work perlormecl t)y the Joint venture: Describe the scone of work of the MBE: 11 Describe the scope of work of the non -MBE: Rev. 2110115 Joint Venture Page 2 of 3 3. What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5. List components of ownership of j oint 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 Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE 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 MIVVBE Office 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 BDE Ordinance. Rev. 2110115 Joint Venture Page 3 of 3 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 Fort 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 MBE firm Name of non -MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date State of On this Notarization County of 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) Rev. 2/10/15 GC-6.07 Wage Rates THIS PAGE ]LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Northside H 30-Inch Water Transmission Main City Project No. 100261 Revised July 1, 2011 "General Decision Number: TX20200026 03/13/2020 Superseded General Decision Number: TX20190026 State: Texas Construction Type: Heavy Counties: Johnson, Parker and Tarrant Counties in Texas. Heavy Construction Projects (Including Water and Sewer Lines) Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above -mentioned types of contracts entered into by the federal government that are subject to the Davis -Bacon Act itself, but it does not apply to contracts subject only to the Davis -Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/03/2020 1 03/13/2020 * PLUM0146-002 11/01/2019 Rates Fringes PLUMBER/PIPEFITTER...............$ 32.53 9.50 SUTX1990-041 06/01/1990 Rates Fringes CARPENTER ........................$ 10.40 $3.64 Concrete Finisher ................$ 9.81 ELECTRICIAN ......................$ 13.26 Form Setter ......................$ 7.86 Laborers: Common ......................$ 7.25 utility .....................$ 8.09 PAINTER ..........................$ 10.89 Pipelayer ........................$ 8.43 Power equipment operators: Backhoe.....................$ 11.89 3.30 Bulldozer ...................$ 10.76 Crane .......................$ 13.16 3.30 Front End Loader ............ $ 10.54 Mechanic ....................$ 10.93 Scraper .....................$ 10.00 Reinforcing Steel Setter.........$ 10.64 TRUCK DRIVER .....................$ 7.34 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health -related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health -related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or "" W"' denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is 7uly 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non -union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION" GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Northside If 30-Inch Water Transmission Main City Project No. 100261 Revised July 1, 2011 GCd6o24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY _BLANK CITY OF FORT WORTH NSII 30-Inch Transmission Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100261 Revised July 1, 2011 GR-01 60 ®® Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Northside It 30-Inch Water Transmission Main City Project No, 100261 Revised July 1, 2011 ORTWORTHO CITY OF FORT WORTH WATER DEPARTMENT STANDARD ]PRODUCT MST Updated: September 06, 2019 The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Department's Standard Products List. 7Tab1c of Content (Click on items to go directly to the page) Items Page A. Water & Sewer 1. Manholes & Bases/Components........................................................... 1 2. Manholes & Bases/Fiberglass............................................................... 2 3. Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4. Manholes & Bases/Frames & Covers/Round....................................... 4 5. Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6. Manholes & Bases/Precast Concrete .................................................... 6 7. Manholes & Bases/Rehab Systems/Cementitious................................ 7 8. Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9. Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer...........................................................................I... 10 11. Pipes/Ductile Iron................................................................................. 11 12. Utility Line Marker............................................................................... 12 B. Sewer 13. Coatings/Epoxy..................................................................................... 13 14. Coatings/Polyurethane.......................................................................... 14 15. Combination Air Valves....................................................................... 15 16. Pipes/Concrete...................................................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE.......................................................................................... 19 20. Pipes/PVC (Pressure Sewer)................................................................. 20 21. Pipes/PVC*........................................................................................... 21 22. Pipes/Rehab/CIPP.................................................................................22 23. Pipes/Rehab/Fold & Form.................................................................... 23 24. Pipes/Open Profile Large Diameter...................................................... 24 C. Water 25. Appurtenances....................................................................................... 25 26. Bolts, Nuts, and Gaskets....................................................................... 26 27. Combination Air Release Valve........................................................... 27 29. Dry Barrel Fire Hydrants...................................................................... 28 29. Meters................................................................................................... 29 30. Pipes/PVC (Pressure Water)................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement..................................................................... 34 35. Sampling Stations................................................................................. 35 u rA :-04 N N N N M M N N N M a O o 0 00 00 0 ci 9q M N �a N o 0 y .a as U U a 0 0 0 0 0 0 0 0 o a o o. R A Q 8 Fj� + O O O O O O O a 0 0 0 0 0 0 0 0 0 6 y W 1 N fti`l N f� M_ fy M Q 1 0 a, ug V m v M � a � U C.) 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