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Contract 51700
CITY SFCRErARY � CONTRACT NO. 51-700 I 0 FORT WORTH _ r� PROJECT MANUAL FOR THE CONSTRUCTION OF SANITARY SEWER REHABILITATION CONTRACT 97 CONFORMED City Project No. 02973 Betsy Price David Cooke Mayor City Manager Christopher Harder, P.E. Acting Water Director Prepared for The City of Fort Worth Water Department Sewer Project No. 59607-0700430-CO2739-CO1783 X-25443 November 2018 Prepared by KENNEDYMENKS CONSULTANTS TBPE Registration No. F-1341 777 Main Street, Suite 600 Fort Worth, TX 76102 *1,4*0F %I ......:.........................................../ JEANNETTE NICOLE CONFER i ,it 121524 -'Q7 r-l' WORTH,TX FORT 'WORTH, City of Fort Worth Standard Construction Specification Documents Adopted September 2011 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 ofit SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 0041 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 -General Requirements 01 1100 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 01 3120 Project Meetings 01 3216 Construction Progress Schedule 01 3233 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 5813 Temporary Project Signage 01 60 00 Product Requirements 01 6600 Product Storage and Handling Requirements 01 7000 Mobilization and Remobilization 01 71 23 Construction Staring and Survey 01 7423 Cleaning 01 7719 Closeout Requirements 01 7839 Project Record Documents CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised February 2,2016 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of4 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 32-Exterior Improvements 3231 13 Chain Fences and Gates 32 31 26 Wire Fences and Gates 32 31 29 Wood Fences and Gates 3291 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro-Mulching, Seeding, and Sodding Division 33-Utilities 3301 31 Closed Circuit Television(CCTV)Inspection 33 05 30 Location of Existing Utilities 33 11 12 Polyvinyl Chloride(PVC) Pressure Pipe 3331 12 Cured in Place Pipe(CIPP) 33 31 15 High Density Polyethylene(HDPE)Pipe for Sanitary Sewer 33 3120 Polyvinyl Chloride(PVC)Gravity Sanitary Sewer Pipe 33 31 23 Sanitary Sewer Pipe Enlargement 33 31 50 Sanitary Sewer Service Connections and Service Line 33 39 20 Precast Concrete Manholes 33 39 30 Fiberglass Manholes Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: hips_//proi ectpoint.buzzsaw.com/client/fortwotthgov/Resources/02°/a20- %20Construction%2ODocuments/S ecifications Division 02-Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03-Concrete 03 30 00 Cast-In-Place Concrete 03 34 13 Controlled Low Strength Material(CLSM) 03 34 16 Concrete Base Material for Trench Repair 03 8000 Modifications to Existing Concrete Structures Division 26-Electrical (Not Used) Division 31 -Eartbwork 31 1000 Site Clearing 31 25 00 Erosion and Sediment Control Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 32 12 16 Asphalt Paving CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised February 2,2016 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 4 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 1723 Pavement Markings 32 17 25 Curb Address Painting 32 93 43 Trees and Shrubs Division 33 -Utilities 33 01 30 Sewer and Manhole Testing 3303 10 Bypass Pumping of Existing Sewer Systems 33 04 50 Cleaning of Sewer Mains 3305 10 Utility Trench Excavation,Embedment, and Backfill 3305 12 Water Line Lowering 3305 13 Frame,Cover and Grade Rings 3305 14 Adjusting Manholes,Inlets, Valve Boxes, and Other Structures to Grade 3305 15 Trench Water Stops 33 05 17 Concrete Collars 33 05 26 Utility Markers/Locators 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride(PVC)Pressure Pipe 33 1225 Connection to Existing Water Mains 33 39 60 Epoxy Liners for Sanitary Sewer Structures Division 34-Transportation 3471 13 Traffic Control Appendix GC-4.01 Availability of Lands GC-6.06.13 Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised February 2,2016 Division 00 GENERAL CONDITIONS Ci y ofFort Worth, Texas Mayor and C®uncH Communicati®n COUNCIL ACTION: Approved on 1214/2018 - Ordinance No. 23492-12-2018 DATE: Tuesday, December 4, 2018 REFERENCE NO.. **C-28951 LOG NAME: 60SSR97-ARK SUBJECT: Authorize Execution of Contract with ARK Contracting Services, LLC, in the Amount of$3,010,260.00 for Sanitary Sewer Rehabilitation Contract 97 Located in the Historic Rosedale Park, Stop 6/Poly Oversight, Stop Six Sunrise Edition and Fairhaven Neighborhood Associations and Adopt Appropriation Ordinance (COUNCIL DISTRICT 5) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water and Sewer Capital Projects Fund in the amount of$3,513,457.00 from available funds; and 2. Authorize execution of a contract with ARK Contracting Services, LLC, in the amount of$3,010,260.00 for Sanitary Sewer Rehabilitation Contract 97 (City Project No. CO2739). DISCUSSION: This Mayor and Council Communication is to authorize a construction contract for the rehabilitation of the deteriorated sanitary sewer mains via trenchless methods on the following streets and easements: Street From To Burke Road I Quails Lane 120 feet South Anglin Drive IFEastland Road JFVirgil Street East Berry Street Candace Drive JECarey Street Hilldale Road Garden Lane 350 feet North Rosedale Street/Tension Drive �FStalcup Road Union Pacific Railroad ROW F age Creek Road 100 feet North of the Pinson Street 1 900 feet North Village Creek Road Intersection Tierney Road 250 feet North of the Meadowbrook 650 feet North Drive 1 Tierney Road Intersection Clotell Cul-da-sac Reed Street E. Berry Street Dead End Easement between MacArthur 100 feet East of Stalcup Road Carverly Drive Drive and Wainwright Drive 11 Easement between Wainwright 100 feet East of Stalcup Road Carverly Drive Drive and Eisenhower Drive Easement Victoria Place Carverly Drive Easement Village Creek Road 1120 feet West Easement Tierney 930 feet East 1 11 11 http://apps.cfwnet.org/ecouncil/printme.asp?id=26465&print—true&DoeType=Print 12/13/2018 Easement between Hughes I Hardeman Street I 400 feet South Avenue and Tahoe Drive I Easement between Tahoe Drive FHardeman Street 440 feet South and Carmel Avenue 11 Easement between Carmel FHardeman Street 400 feet South Avenue and Burke Road Easement between Burke Road From 400 feet South of Hardeman 700 feet North and Wilhelm Street Street Easement Burke Road J200 feet East The project was advertised for bid on July 12, 2018 and July 19, 2018 in the Fort Worth Star—Telegram. On August 16, 2018, the following bid was received: Bidder Amount Time of Completion -]- --]Ark Contracting Services, LLC $3,010,260.00 270 Calendar Days Even though the City received only one bid on the project, staff considers the unit prices proposed to be fair and reasonable and recommends approval of the contract. In addition to the contract amount, $352,684.00 is required for project management, material testing and inspection and $150,513.00 is provided for project contingencies. This project will have no impact on the Water Department's operating budget when completed. Construction is expected to start in January 2019 and be completed by October 2019 M1WBE OFFICE--Ark Contracting Services, LLC is in compliance with the City's BDE Ordinance by committing to one percent MBE participation and documenting good faith effort. Ark Contracting Services, LLC identified several subcontracting and supplier opportunities. However, the firms contracted in the areas identified did not respond or did not submit the lowest bids. The City's MBE goal on this project is 25 percent. The project is located in COUNCIL DISTRICT 5. FISCAL INFORMATION /CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendation and adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Water and Sewer Capital Projects Fund. The Fiscal Year 2019 Water Operating Budget includes appropriations of$35,856,873.00 for the purpose of providing Pay-As-You-Go Funding for Sewer Capital Projects. After this transfer for Fiscal Year 2019, the balance will be $30,085,585.00 Appropriations for Sanitary Sewer Rehabilitation, Contract 97, are as depicted below: FUND Existing Additional Project Total" Appropriations Appropriations Water& Sewer Capital Projects Fund 56002 $0.00 $3,513,457.00 $3,513,457.00 F59607 wer Capital Fund - Legacy $501,785.00 $0.00 $501,785.00 Project Total $501,785.00 2p3,513,457.00 $4,015,242.00 http://apps.cfwnet.org/ecouncil/printme.asp?id=26465&print—true&DoeType=Print 12/13/2018 Numbers rounded for presentation purposes. FUND IDENTIFIERS (FIDs): TOffdDepartment Project Program ctivity Budget Reference# Amoun IJJ ID I) ID Year (Chartfield 2) FROM _ Fund Department ccoun Project Program ctivity Budget Reference # moun - ID ID Year_ __�Chartfield 2 CERTIFICATIONS: Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: Chris Harder (5020) Additional Information Contact: Liam Conlon (6824) ATTACHMENTS 1. 60SSR97-ARK 1295_Redactedpdf (Public) 2. 60SSR97-ARK FID Table(Dan).docx (CFW Internal) 3. 60SSR97-ARK Mapl.pdf (Public) 4. 60SSR97-ARK Map2.pdf (Public) 5. 60SSR97-ARK SAM.pdf (CFW Internal) 6. 60SSR97-ARK 56002 A019r.docx (Public) 7. Revised 02739 Compliance Memo.pd (CFW]nternal) http://apps.cfwnet.org/ecouncil/printme.asp?id-26465&print=true&DoeType=Print 12/13/2018 rn 0 lV) Z7 CD 61 m 01 d1 m m m 0 0 V 'fl d V O O O O O 4 Q O O Qy O 4;- O O C O O O O 4 LOO M W W V W M .to p p OUj O O O O O O LrT d1 F+ V V N N N V V V V DD LOO lD W [D LO w w w I O O O G O O O p UST 4A A O O O LOO O O O C O O C Q LO cMD [MO (MD w w w w to i/l• ih i/F i/} in 4/l. 1/} �. W W W W UlN d F+ fa M W W T W D] 01 W p lO W N O U7 W N 10 N A N0 li O F+ VI p V 6l p 00 W O Ul V 0005 10-1 MAYOR AND COUNCIL COMMUNICATION(M&C) Page 1 of 1 A. 1 SECTION 00 05 10 A. 2 MAYOR AND COUNCIL COMMUNICATION(M&C) A. 3 A. 4 A. 5 A. 6 Assembler: For Contract Document execution, remove this page and replace with the approved A. 7 M&C for the award of the project. H&C insert shall be on blue paper.] A. 8 A. 9 A. 10 A. 11 A. 12 A. 13 A. 14 A. 15 A. 16 A. 17 A. 18 A. 19 A. 20 A. 21 A. 22 A. 23 A. 24 END OF SECTION CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 Section 00 05 15 ADDENDA CITY OF FORT WORTH ADDENDUM NO. 1 To the PIans, Specifications &General Contract Documents Sanitary Sewer Rehabilitation Contract 97 City Project No. 02739 Original Bid Date: Thursday August 9th,2018 Revised Bid Open Date: Thursday August 16th, 2013 Addendum No. 1: Issued Tuesday,July 31,2018 This Addendum,forms part of the Plans,Contract Documents&Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below,in the proposal(SECTION 00 41 00)and acknowledge receipt on the outer envelope of your bid.Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for Sanitary Sewer Rehabilitation Contract 97,City Project No. 02739,are hereby revised by Addendum No. I as follows: SPECIFICATIONS&CONTRACT DOCUMENTS: 1. SECTION 00 11 13—INVITATION TO BIDDERS. The bid opening date has been delayed. Scaled bids will be received by the City of Fort Worth Purchasing Office until 1:30 PM CST,Thursday,August 16,2018 and bids will be opened publicly and read aloud at 2:00 PM CST in the Council Chambers. A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE,"resulting in disqualification. RECEIPT ACKNOWLEDGEMENT: By: By: D J Tony Sholola,P.E. Company: Engineering Manager,Water Department Address: City of Font Worth,Texas City: State. Sanitary Sewer Rchabilitation Contract 97 City Project No.02739 Addendum No. 1,Page I of 1 CITY OF FORT WORTH ADDENDUM NO. 2 To the Plans, Specifications & General Contract Documents Sanitary Sewer Rehabilitation Contract 97 i City Project No. 02739 Original Bid Date: Thursday August 9th, 2018 Revised Bid Open Date: Thursday August 16th, 2015 Addendum No.2: Issued Wednesday,August 8,2018 This Addendum,forms part of the Plans,Contract Documents&Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below,in the proposal(SECTION 00 41 00)and acknowledge receipt on the outer envelope of your bid.Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for Sanitary Sewer Rehabilitation Contract 97,City Project No, 02739, are hereby revised by Addendum No. 1 as follows: SPECIFICATIONS&CONTRACT DOCUMENTS: 1. Sheet 3 (three) of the plans shall be replaced with the attached. (1 sheet attached) 2. Specification 00 00 00—TABLE OF CONTENTS,has been replaced.Please replace the specification in the Project Manual with the attached. (3 pages attached) 3. Specification 00 42 43—PROPOSAL FORM UNIT PRICE,has been updated.Please replace the specification in the Project Manual with the attached.(l page attached) 4. Specification 33 31 12—CURED-IN-PLACE PIPE(CIPP),has been updated.Please replace the specification in the Project Manual with the attached. (8 pages attached) 5. Specification 33 0131—CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION,has been altered fiom the city standard.Please insert the attached specification into the Project Manual. (7 pages attached) 6. Specification 33 31 50—SANITARY SEWFR SERVICE CONNECITIONS,has been altered from the city standard.Please insert the attached specification into the Project Manual. (10 pages attached) A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE,"resulting in disqualification. RECEIPT ACKNOWLEDGEMENT: By: By: Il .� p b /a Tony Sholola,P.E. Company: Engineering Manager,Water Department Address: City of Fort Worth,Texas City: State: Sanitary Sewer Rehabihiation Contract 97 City Project No.02739 Addendum No. 1,Page 1 of 1 REVISIONS NO. Q DESCRIPTION DATE CIVIL ABBREVIATIONS 1 0 ADDENDUM NO,2 8-7-2078 z Q & AT 3 (E) EAST (N) NORTH (S) SOUTH (W) WEST ABAN ABANDON(-ED) ASPH ASPHALT AVE AVENUE BLDG BLDG BLVD BULEVARD BM BENCHMARK rt CENTERLINE CIPP CURED IN PLACE PIPE CONC CONCRETE CONST CONSTRUCT CP CONTROL POINT D DRAIN DIA DIAMETER DOE DEPARTMENT OF ENGINEERING E: FASTING ESMT EASEMENT EX EXISTING FL FLOWLINE NOUTS, FO FIBER OPTIC iTIONS OR FT FEET I� 9�P£.2F7 f G GAS y AS PART OF ,._'....._-..........................::'4 iJEM'.... IC4LE CQ..... HORZ HORIZONTAL :VALUATEQ �.--- f kCEAN LF LINEAR FEET SHALL D/OR //+Illhy`S ONA2w�`2,�'g MH MANHOLE CONSTRUCTION NOTES N: NORTHING NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, NO.OR# NUMBER RETAINING WALLS AND STRUCTURES UNLESS OTHERWISE NOTED. OHE OVERHEAD ELECTRIC PERM PERMANENT THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 46 HOURS PRIOR TO PL PROPERTY LINE EXCAVATING AT EACH LOCATION: PP POWER POLE AT&T 1-800-878-8711 PROP PROPOSED FORT WORTH WATER DEPT.-FIELD OPERATIONS(817)877-8296 PVI POINT OF VERTICAL INTERSECTIONS FORT WORTH T&Pw (ell)a71-aloo fiy PVMT PAVEMENT ATMOS ENERGY (817) 215-4366 ONCOR GAS&ELECTRIC(617)215-6214 TXU ENERGY 1--800-233-2133 RD ROAD SBC TELEPHOME(817) 338-6819 CHARTER COMM. (817)509-5272 EXT. 3363 REHAB REHABILITATE ALL OTHER FACILITIES 1-800-DIG-TESS o R.O.W. RIGHT OF WAY HORIZONTAL&VERTICAL CONTROL SO STORM DRAIN d SS SANITARY SEWER ST STREET M STA STATION TBM TEMPORARY BENCH MARK I.I TEMP TEMPORARY CITY PROJECF 027-79 X-25443 TROE TEMPORARY RIGHT OF ENTRY SEWER PROJECT/59507-0700430-CO27J9-COT78,3 z UNKN UNKNOWN UTIL UTILITY w VERT VERTICALR7 WONT CITY OF FORT WORTH, TEXAS o 3 WATER DEPARTMENT W WATER WI WITH x WW WASTE WATER r/��nedConsu�/,, nts a U 777 MAIN ST.FORT WORTH,TEXAS 76102 w U SUITE 800 PH-817-887-8051 V TBPE REGISTRATION NO.F-1341 SANITARY SEWER REHABILITATION U CONTRACT 97 w LEGEND AND ABBREVIATIONS Lu a (zi W 9 y a DESIGNED: JNC SCALE: DATE: SHEET DRAWN: BGD NONE JULY 02, 2018 3 OF 63 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page I of 4 SECTION 00 00 00 TABLE OF CONTENTS Division 00- General Conditions 00 05 10 Mayor and Council Communication 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 0041 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequaliflcations 0045 12 Prequalification Statement 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 40 Minority Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 -General Requirements 01 1100 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 32 33 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 55 26 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 7000 Mobilization and Remobilization 01 7123 Construction Staking and Survey 01 7423 Cleaning 01 77 19 Closeout Requirements 01 7839 Project Record Documents CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised February 2,2016 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 4 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 32-Exterior Improvements 3231 13 Chain Fences and Gates 32 31 26 Wire Fences and Gates 32 31 29 Wood Fences and Gates 3291 19 Topsoil Placement and Finishing of Parkways 3292 13 Hydro-Mulching, Seeding,and Sodding Division 33 -Utilities 3301 31 Closed Circuit Television(CCTV)Inspection 33 0530 Location of Existing Utilities 33 11 12 Polyvinyl Chloride(PVC)Pressure Pipe 33 31 12 Cured in Place Pipe(CIPP) 33 31 15 High Density Polyethylene(HDPE)Pipe for Sanitary Sewer 33 31 20 Polyvinyl Chloride(AVC)Gravity Sanitary Sewer Pipe 33 31 23 Sanitary Sewer Pipe Enlargement 33 31 50 Sanitary Sewer Service Connections and Service Line 33 39 20 Precast Concrete Manholes 33 39 30 Fiberglass Manholes Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htps://projeetpoint.buzzsaw.com/client/fortworthgov/Resources102%20- %20Construction%2ODocuments/Specifications Division 02-Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03 -Concrete 03 30 00 Cast-In-Place Concrete 0334 13 Controlled Low Strength Material (C-LSM) 0334 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 26-Electrical (Not Used) Division 31 -Earthwork 31 1000 Site Clearing 31 25 00 Erosion and Sediment Control Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 32 1216 Asphalt Paving CITY OF FORT WORT]I Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised February 2,2016 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 4 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks,Driveways and Barrier Free Ramps 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 17 23 Pavement Markings 32 17 25 Curb Address Painting 32 93 43 Trees and Shrubs Division 33 -Utilities 33 01 30 Sewer and Manhole Testing 3303 10 Bypass Pumping of Existing Sewer Systems 33 04 50 Cleaning of Sewer Mains 3305 10 Utility Trench Excavation, Embedment,and Backfill 3305 12 Water Line Lowering 33 05 13 Frame, Cover and Grade Rings 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 3305 15 Trench Water Stops 3305 17 Concrete Collars 33 05 26 Utility Markers/Locators 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride(PVC)Pressure Pipe 33 1225 Connection to Existing Water Mains 33 39 60 Epoxy Liners for Sanitary Sewer Structures Division 34-Transportation 3471 13 Traffic Control Appendix GC-4.01 Availability of Lands GC-6.06.1) Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised February 2,2016 M42 43 aIUAROPOSAL SECTION 00 42 43 Pace t°r 1 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Ilan Infnnnation Bidder's Proposal Bidlist Ilcm Descri tion Speci6calion Unit of Bid No. p Section No. MeasureQuan6t7= Unit Price Bid Value l 33312101 6"CIPP 3331 12 LF 8050 2 3331,2102 8"CIPP 3331 12 LF 135 3 3331 4115 8"Sewer Pipe 333120 LF 130 4 33314215 IS"Sewer Pipe 333120 LF I80 5 333 L4308 21"Sewer Pipe 3331 20 LF 325 6 3331.4317 24"Sewer Pipe 33 31 20 LF j 60 7 3331.1 102 6"to 8"Pipe Enlargement 33 31 23 [IF 3420 8 3331.1105 12"to 15"Pipe Enlargement 33 31 23 LF 1970 9 3331.0102 6"Sewer Pipe,Point Repair for Sags 3331 23 LF 450 10 3331.0103 8"Sewer Pipe,Point Repair for Sags 3331 23 LF 250 11 3331.0106 15"Sewer Pipe,Point Repair for Sags 3331 23 LF 150 12 0241.2104 10"Sewer Abandonment Plug 0241 14 EA 2 13 0241.2201 Remove T Sewer Manhole 0241 14 EA 35 14 3201-0614 Concrete Pvmt Repair,Residential 320129 SY 250 15 3213 0301 4"Conc Sidewalk 32 1320 SF 75 16 3213.0400 5"Concrete Driveway 32 1320 SY Mo 17 3216.0101 6"Colic Curb and Gutter 32 16 13 LF 150 18 3217.3102 Raised Marker TY Y 32 1723 EA 20 19 3217.3101 Raised Marker TY W 32 1723 EA 20 20 3217.4307 Remove Raised Marker 32 1723 EA 40 21 3217.5901 Curb Address Painting 32 1725 EA 6 22 3301.0101 Manhole Vacuum Testing 3301 30 £A 59 23 3301 0001 Pre-CCTV Inspection 3301 31 LF 16905 24 3301 0002 Post-CCTV Inspectiou 3301 31 LF 16905 25 3303.0001 Bypass Pumping(M-191 Only) 3303 10 M 1 26 3305.0103 Exploratory Excavation of Fxisting Utilities 33 05 30 EA 35 27 3305.0202 Imported EmbedmendBacktill,CSS 33 05 10 CY 20 28 3305.0309 Trench Safety 3305 10 IIF 1965 29 3305 0112 Concrete Collar 3305 17 CA 53 30 33050110 Utility Markers 33 05 26 LS I 31 3331.2201 Service Reconnection,CIPP 3331 12 EA 220 32 3331.1201 Service Reinstatement,Pipe Enlargement,including service 3331 23 EA 60 line and 4"2-way cleanout 33 3332 3311 4" Sewer Service,Open-cut,including 4"2-way cleanout 33 31 50 EA 40 34 9999.0000 4"Service Lateral CIPP lining,including 4"2-way cleanout 3311 12 EA 220 ' 35 3339.0003 4'Fiberglass Manhole 33 39 40 EA 8 36 3339.1008 4'Fiberglass Extra Depth Manhole 33 39 40 VF 10 37 3339.1001 4'Manhole 3339 10 EA 38 38 3339.1003 4'Extra Depth Manhole 33 39 20 VF 57 39 3339-1004 4'Shallow Manhole 33 39 20 EA 2 40 3339-1005 4'Type A Manhole 33 39 20 EA 2 41 3339.1101 T Manhole 33 39 20 EA 5 42 3339.1 103 5'ExtraDepth Manhole 33 39 20 VF 5 43 3305.0002 6"Water Linc Lowering 33 05 12 EA 1 44 3305.0003 8"Water Line lowering 33 0512 CA 7 45 13305.0005 12"Water Line Lowering 33 05 12 EA 2 46 9999.0004 18"to 24"Storm Drain removal and replacement 99 99 00 LF 100 47 3305-01 13 Trench Water Stop 3305 15 EA 4 48 33390001 Epoxy Manhcie Liner for 8 inch SS Line(Spectrashield) 333960 VF 158 49 3339.0001 Ep icy Mard0c Liner for 15-24 rich SS Linc(Warrar Enviru rental) 33 39 60 VF 277 50 3471.0001 Traffic Control 3471 00 MO 9 51 9999.0000 Fence Replacement NS LF 20 52 9999.0005 Construction Allowance(Pre bid) 99 99 00 LS 1 $100,000.00 $100,000.00 53 01710101 Construction Staking 01 1723 LS 1 54 0171.0101 AS-Built Red-Line Survey 01 1723 LS 55 3125.0101 SWPPP>I Acre 31 2501 LS 1 - 56 3207 0400 Temporary Asphalt Paving Repair(2"F MAC on 6"CTB) 3201 18 LF 200 57 3201 0112 5'Wide Asphalt Pvmt Repair,Residential 3201 17 SY 150 58 9999.0007 Sewer Line grouting(M-191) 99 99 00 CY 50 59 13201.0201 Asphalt Pvmt Repair beyond Defined Width,Residential 3201 17 SY Soo 'rolal Bid END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION OOCH ME NTS F-ae"ised 20120120 W 42 43_Proposal rorrlk edited.xlsa 3331 12-1 CURED IN PLACE PIPE(CIPP) Page I of 8 1 SECTION 33 3112 2 CURED IN PLACE PIPE(CIPP) 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Cured in Place Pipe(CIPP)6-inch through 60-inch for gravity sanitary sewer 7 rehabilitation 8 2. Cured in Place Pipe(CIPP)4-inch laterals for gravity sanitary sewer rehabilitation 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 —General Requirements 14 3. Section 33 01 30—Sewer and Manhole Testing 15 4. Section 33 0131 —Closed Circuit Television(CCTV) Inspection 16 5. Section 33 03 10—Bypass Pumping of Existing Sewer Systems 17 6. Section 33 04 50—Cleaning of Sewer Mains 18 7. Section 33 3150—Sanitary Sewer Service Connections and Service Line I9 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Cured in Place Pipe(CIPP) 22 a. Measurement 23 1) Measured horizontally along the surface from center line to center line of 24 the manhole or appurtenance 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under"Measurement"will be paid for at the unit 28 price bid per linear foot for"CIPP" installed for: 29 a) Various sizes 30 c. The price bid shall include: 31 1) Mobilization 32 2) Furnishing and installing CIPP as specified by the Drawings 33 3) Hauling 34 4) Disposal of excess material 35 5) Clean-up 36 6) Cleaning 37 7) Testing 38 2. Service Reconnection, CIPP 39 a. Measurement 40 1) Measurement for this Item shall be per each service reconnected. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 3331 12-2 CURED IN PLACE PIPE(CIPP) Page 2 of 8 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under"Measurement"will be paid for at the unit 4 price bid per each"Service Reconnection, CIPP". 5 c. The price bid shall include: 6 1) Mobilization 7 2) Furnishing and installing CIPP as specified by the Drawings 8 3) Hauling 9 4) Disposal of excess material 10 5) Clean-up 11 6) Cleaning 12 7) 'Testing 13 3. Service Lateral Cured in Place Pipe(CIPP) 14 a. Measurement 15 1) Measured horizontally along the surface from connection to main to 16 cleanout or other appurtenance, up to 10-foot from main. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 and measured as provided under"Measurement"wiII be paid for at the unit 20 price bid per each for"Service Lateral CIPP Lining"installed for: 21 a) Various sizes 22 c. The price bid shall include: 23 1) Mobilization 24 2) Furnishing and installing CIPP as specified by the Drawings 25 3) Hauling 26 4) Disposal of excess material 27 5) Clean-up 28 6) Cleaning 29 7) Testing 30 8) 4"2-way sewer cleanout 31 1.3 REFERENCES 32 A. Reference Standards 33 1. Reference standards cited in this Specification refer to the current reference 34 standard published at the time of the latest revision date logged at the end of this 35 Specification, unless a date is specifically cited. 36 2. American Association of State Highway and Transportation Officials(AASHTO). 37 3. ASTM International (ASTM): 38 a. D5813, Standard Specification for Cured-In-Place Thermosetting Resin Sewer 39 Piping Systems. 40 b. F1216, Standard Practice for Rehabilitation of Existing Pipelines and Conduits 41 by the Inversion and Curing of a Resin-Impregnated Tube. 42 c. F1743, Standard Practice for Rehabilitation of Existing Pipelines and Conduits 43 by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe 44 (CIPP). 45 4. International Organization for Standardization(ISO): 46 a. 9000, Quality Management System-Fundamentals and Vocabulary. 47 5. Occupational Safety and Health Administration(OSHA). CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 33 31 12-3 CURED 1N PLACE PIPE(CIPP) Page 3 of 8 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 0133 00. 4 B. All submittals shall be approved by the City prior to delivery. 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 6 A. Product Data 7 1. Flexible Liner(tube) 8 a. Tabular summary by sewer segment noting required CIPP thickness per section 9 2. Resin 10 a. Technical data sheet showing physical and chemical properties 11 b. Test results of chemical resisting testing performed by resin manufacturer 12 B. Shop Drawings 13 1. Provide calculations to support CIPP design thickness after curing. List the 14 following criteria used for the calculations: 15 a. Assumed host pipe condition 16 b. Ground water table elevation 17 c. Depth of cover at deepest location 18 d. Modulus of soil stiffness 19 e. Long term modulus of elasticity 20 £ Live loading 21 g. Factor of safety against buckling 22 h. Assumed pipe ovality 23 C. Certificates 24 1. Furnish an affidavit certifying that all CIPP meets the provisions of this Section and 25 meets the requirements of above referenced ASTM standards. 26 D. Source Quality Control Submittals 27 1. Manufacturer to provide third party test results supporting the long term 28 performance and structural strength of the pipe being manufactured 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE 32 A. Qualifications 33 1. Manufacturing and Installation 34 a. Finished pipe shall be the product of 1 manufacturer. 35 b. Liner manufacturing operations shall be performed at I location. 36 c. The pipe manufacturer shall: 37 1) Have performed a minimum of 50,000 feet of successful installation in the 38 United States 39 2) Successfully performed a minimum of 25,000 CIPP lateral installations. 40 d. The lateral lining installer shall: CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 333112-4 CURED IN PLACE PIP It(C1PP) Page 4 of 8 1 1) The contractor or subcontractor contracted to perform the work shall have 2 successfully installed 15,000 CIPP laterals as the Contractor of record for a 3 given project in a wastewater collection system application. The on-site 4 Superintendent of the lateral lining contractor or subcontractor contracted 5 to perform the work shall have installed a minimum of 5,000 CIDP laterals 6 of like condition. Qualified Contractors and Products must have confirmed 7 experience with lateral rehabilitation lengths no less than those specified in 8 this contract. 9 2. All pipe furnished and installed shall be in conformance with and ASTM F1216 (6- 10 inch through 60-inch). 11 B. Certifications 12 1. Manufacturing and Installation 13 a. Operate pipe manufacturing and installation under a quality management 14 system certified by third party ISO 9000. Provide proof of certification upon 15 request. 16 b. If Installer is different company than Manufacturer,then installer must provide 17 certification from the manufacturer that he/she is licensed and fully trained as 18 an installer of the product upon request. 19 1.10 DELIVERY, STORAGE,AND HANDLING 20 A. Storage and Handling Requirements 21 1. Follow manufacturer's recommendation on all storage and handling requirements. 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2- PRODUCTS 25 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS fNOT USED] 26 2.2 EQUIPMENT,PRODUCT TYPES AND MATERIALS 27 A. General 28 1. All pipe furnished and installed shall be in conformance with and ASTM F1216(6- 29 inch through 60-inch). 30 B. Manufacturer and Installers 31 1. Only the Manufacturer/Installers as listed in the City's Standard Products List will 32 be considered as shown in Section 01 60 00. 33 a. The Manufacturer/Installer must comply with this Specification and related 34 Sections. 35 2. Any product that is not listed on the Standard Products List is considered a 36 substitution and shall be submitted in accordance with Section 01 25 00. 37 C. Performance/Design Criteria 38 l. Liner(tube) 39 a. Design liner for a 50-year service life under continuous loading conditions. 40 b. Consider no bonding to the original pipe wall. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 3331 12-5 CURED IN PLACE PIPE(CIPP) Page 5 of 8 1 c. Base design on a fully deteriorated host pipe condition as defined in 2 ASTM F 1216. 3 d. Calculate wall thickness per ASTM F1216 Appendix X1. 4 1) Assume the following values for the design: 5 a) Safety Factor(N)=2.0 6 b) Ovality (C)=5 percent 7 c) Enhancement Factor(K)=7.0 8 d) Groundwater Depth(H,,,)=per Drawings,feet 9 e) Soil Depth(H)=per Drawings,feet 10 f) Soil Modulus(E')= 1,000,psi 11 g) Soil Density(w)= 130 pounds per cubic foot 12 h) Live Load=ASSHTO HS 20 13 2) The minimum allowable wall thickness for fiberglass liner is 2.8 14 millimeters and can be increased as necessary to meet ASTM F1216 15 Appendix X1 design formula. 16 3) The minimum allowable wall thickness for felt liner is 6.0 millimeters and 17 can be increased as necessary to meet ASTM F1216 Appendix X1 design 18 formula. 19 4) Fiberglass or felt products below the stated minimum wall thickness will 20 not be allowed under any circumstances. 21 D. Materials 22 1. Liner(tube) 23 a. The liner consists of absorbent non-woven felt or seamless spirally wound glass 24 fiber. 25 b. Construct liner to withstand installation pressures,have sufficient strength to 26 bridge missing pipe and stretch to fit irregular pipe sections. 27 c. The wet out liner shall have a relatively uniform thickness that when 28 compressed at installation pressures will equal or exceed the calculated 29 minimum design CIPP wall thickness. 30 d. Manufacture Iiner to a size that when installed will tightly fit the internal 31 circumference and length of the original pipe. Make allowance for 32 circumferential stretching during construction. 33 e. Manufacture to length necessary to fully span the distance between manholes. 34 Include sufficient amount of material for sealing at manholes and product 35 sample, if required. 36 f. The wall color of the interior pipe surface of CIPP after installation shall be a 37 light reflective color so that a clear, detailed examination with CCTV 38 inspection per Section 33 0131 can be made. 39 2. Resin 40 a. The resin system will be manufactured by an approved company selected by the 41 CIPP liner manufacturer. Provide documentation of approval, if requested. 42 b. The resin system shall be corrosion resistant polyester or vinyl ester system 43 including all required catalysts and initiators that create a composite that 44 satisfies the requirements of ASTM F1216,ASTM D5813 and ASTM F1743, 45 c. The resin used shall produce a proper CIPP system, which will be resistant to 46 abrasion caused by solid,grit or sand. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 3331 12-6 CURED IN PLACE PIPE(CIPP) Page 6 of 8 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 A. Inspection 8 1. Prior to installation, conduct an inspection of the existing pipe identified for 9 rehabilitation along with the surrounding job site conditions. 10 2. Complete a Pre-CCTV inspection per Section 33 01 31. 11 3. Observe flows at different times of the date to determine or verify flow conditions 12 in preparation for bypass pumping. 13 4. Verify accessibility conditions and coordinate with city regarding easement access 14 and limitations. 15 5. Confirm full circumference of the host pipe prior to lining to ensure the pipe can be 16 rehabilitated without compromising the CIPP system. 17 B. Host Pipe Preparation 18 1. Clean the pipe per Section 33 04 50. 19 2. Inspect pipe as required by this Specification. 20 3. Prepare for bypass pumping per Section 33 03 10. 21 C. Liner(tube)Preparation 22 1. Resin Impregnation 23 a. Impregnate the liner in a saturation facility where the environment can be 24 consistently controlled. 25 b. Use sufficient quantity of resin to fill the volume of air voids in the tube with 26 additional allowances for polymerization shrinkage and the potential loss of 27 resin during installation through cracks and irregularities in the original pipe 28 wall. 29 c. Vacuum impregnate the resin utilizing a motorized pinch roller to set proper 30 thickness. 31 2. If transported to the site,refrigerate as necessary to maintain stable environment for 32 the impregnated liner. 33 3.4 INSTALLATION 34 A. Safety 35 1. Carry out operation in accordance with all OSHA and manufacturer's safety 36 requirements including, but not limited to, safety requirements involving confined 37 space entry. 38 B. Liner installation CITY OF PORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 333112-7 CURED IN PLACE PIPE(CIPP) Page 7 of 8 1 1. The impregnated liner can be placed in the pipe by either direct inversion or the pull 2 in place method. 3 2. Follow ASTM F1216 Specification for direct inversion installation. 4 3. Follow ASTM F1743 Specification for pulled in place installation. = 5 4. The finished CIPP should be continuous over the entire length of the run and be 6 smooth and free from substantial wrinkles, as well as defects and improper service 7 connections. 8 C. Curing 9 1. Curing of the CIPP may be done by water, steam or Ultra Violet(UV) light source, 10 depending on the liner type and resin. Each method must follow the 11 recommendation of the manufacturer. 12 2. Place a sufficient amount of temperature and/or monitoring gauges within the 13 system to insure curing throughout the liner is consistent and uniform. A minimum 14 of 2 gauges is required, 1 at each end of the liner. 15 3. Upon completion of the curing process provide the City with the monitoring data. 16 D. Reinstatement of lateral connections 17 1. After the liner pipe is cured in place have the lateral connections reinstated within 8 18 hours. 19 2. Reinstate the service by cutting the Iiner from the inside of the pipe. For small 20 diameter pipe a remote operated cutting device may be used. For larger pipe the 21 liner may be cut by hand. 22 3. An internal cut is considered acceptable if the bottom 113 of the opening matches 23 the existing tap invert,there are no jagged edges and a minimum of 95 percent of 24 the tap opening is restored. 25 4. Blind holes,over cutting and holes that miss the tap must be repaired to the 26 satisfaction of the City. 27 5. If additional work is required to restore the lateral connection outside of the pipe 28 follow the requirements of Section 33 3150. 29 E. Service lateral lining 30 1. Lateral shall be lined after Iining of the main is completed, unless otherwise 31 recommended by the manufacturer. 32 2. Proper seal from lateral to the main is the responsibility of the contractor. 33 3. Service must be reinstated within 8 hours 34 4. If lateral cannot be lined,or as directed by the City, service connection will be 35 restored per the requirements of Section 33 31 50. 36 3.5 REPAIR/RESTORATION ]NOT USED] 37 3.6 RE-INSTALLATION [NOT USED] 38 3.7 FIELD loft] SITE QUALITY CONTROL 39 A. Field Tests and Inspections 40 1. Closed Circuit Television(CCTV)Inspection 4I a. Perform a Pre-CCTV and a Post-CCTV Inspection in accordance with Section 42 33 01 31. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 MI 12-8 CURED IN PLACE PIPE,(Cl PP) Page 8 of 8 1 2. The inspection must be completed and the quality of installation must be acceptable 2 to the City prior to restoring services. 3 3. If the CIPP is deemed unacceptable by the City, provide a method of repair or 4 replacement for review and approval by the City. 5 3.8 SYSTEM STARTUP [NOT USED] 6 3.9 ADJUSTING [NOT USED] 7 3.10 CLEANING [NOT USED] 8 311 CLOSEOUT ACTIVITIES [NOT USED] 9 3.12 PROTECTION [NOT USED] 10 3.13 MAINTENANCE [NOT USED] 11 3,14 ATTACHMENTS [NOT USED] 12 END OF SECTION 13 Revision Log DATE NAME SUMMARY OF CHANGE 14 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 3301 31- I CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION Page I o1`7 1 SECTION 33 0131 2 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements and procedures for Closed Circuit Television(CCTV)Inspection of 7 sanitary sewer or storm sewer mains 8 2. For sanitary sewer projects all(existing: Pre-CCTV, proposed:Post-CCTV)main 9 shall be inspected. 10 3. For sanitary sewer projects all(existing: Pre-CCTV, proposed:Post-CCTV)laterals 11 up to 10-foot away from the main shall be inspected. 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0---Bidding Requirements, Contract Forms,and Conditions of the 16 Contract 17 2. Division I —General Requirements 18 3. Section 33 03 10--Bypass Pumping of Existing Sewer Systems 19 4. Section 33 04 50—Cleaning of Sewer Mains 20 5. Section 01 32 16—Construction Progress Schedule 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Pre-CCTV Inspection 23 1. Measurement 24 a. Measurement for this Item will be by the linear foot of line televised for CCTV 25 Inspection performed prior to any line modification or replacement determined 26 from the distance recorded on the video log. 27 2. Payment 28 a. The work performed and materials furnished in accordance with this Item and 29 measured as provided under"Measurement"will be paid for at the unit price 30 bid per linear foot for"Pre-CCTV Inspection". 31 1) Contractor will not be paid for unaccepted video. 32 3. The price bid shall include: 33 a. Mobilization 34 b. Cleaning 35 c. Digital file 36 B. Post-CCTV Inspection 37 1. Measurement 38 a. Measurement for this Item will be by the linear foot of line televised for CCTV 39• Inspection performed following repair or installation determined from the 40 distance recorded on the video log. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised March 3,2016 33 01 31-2 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION Page 2 of 7 1 2. Payment 2 a. The work performed and materials furnished in accordance with this Item and 3 measured as provided under"Measurement"will be paid for at the unit price 4 bid per linear foot for"Post-CCTV Inspection". 5 1) Contractor will not be paid for unaccepted video. 6 3. The price bid shall include: 7 a. Mobilization 8 b. Cleaning 9 c. Digital file 10 1.3 REFERENCES 11 A. Reference Standards 12 1. Reference standards cited in this Specification refer to the current reference 13 standard published at the time of the latest revision date logged at the end of this 14 Specification, unless a date is specifically cited. 15 2. City of Fort Worth Water Department 16 a. City of Fort Worth Water Department CCTV Inspection and Defect Coding 17 Program(CCTV Manual). The CCTV Manual is available for download on 18 Buzzsaw. Location: Resources170—Inspection Tools\Standard Construction 19 b. City of Fort Worth Water Department CCTV Spread Sheet Log is available for 20 download on Buzzsaw. Location: Resources170—Inspection Tools\Standard 21 Construction. 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Sanitary Sewer Lines 25 a. Meet with City of Fort Worth Water Department staff to confirm that the 26 appropriate equipment, software, standard templates, defect codes and defect 27 rankings are being used, if required. 28 2. Storm Sewer Lines 29 a. Meet with City of fort Worth Transportation/Public Works Department staff to 30 confirm that the appropriate equipment, software, standard templates, defect 31 codes and defect rankings are being used, if required. 32 B. Schedule 33 1. Include Pre and Post CCTV schedule as part of the Construction Progress Schedule 34 per Section 01 32 16. 35 2. Include time for City review(2 weeks minimum—Notification needs to be send out 36 to Project Manager&Field Operation). 37 3. If CCTV is accepted by City,proceed with work. If rejected, coordinate with City 38 per Part 1.4 A. 39 1.5 SUBMITTALS 40 A. Submittals shall be in accordance with Section 0133 00. 41 B. All submittals shall be approved by the Engineer or the City prior to delivery. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised March 3,2016 33 01 31-3 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION Page 3 of 7 I C. If inspected with Infrastructure Technologies LT. Software per CCTV Manual provide 2 video data per the CCTV Manual. Provide additional copy of video in Windows Media 3 Audio/Video (.wmv)format for City Inspection review. 4 D. If inspected with other software provide video data in Windows Media Audio/Video 5 (.wmv)format.Provide CCTV Iog in EXCEL spread sheet format The CCTV spread 6 sheet log can be found on Buzzsaw. Location:Resources170—Inspection 7 ToolslStandard Construction. 8 E. Inspection Report shall include: 9 1. Asset 10 a. Date 11 b. City 12 c. Address and/or Project Name 13 d. Main Number—GIS ID(If Available) 14 e. Upstream Manhole GIS ID(If Available) 15 f. Downstream Manhole GIS ID(If Available) 16 g. Pipe Diameter 17 h. Material 18 i. Pipe Length 19 j. Mapsco Location Number 20 k. Date Constructed 21 1. Pipe Wall Thickness 22 2. Inspection 23 a. Inspection Number(i.e. 1",2"d,etc...) 24 b. Crew Number 25 c. Operator Name 26 d. Operator Comments 27 e. Reason for Inspection 28 f. Equipment Number 29 g. Camera Travel Direction (Upstream/Downstream) 30 h. Inspected Length(feet) 31 i. Work Order Number(if required) 32 j. City Project Number(if required) 33 k. City Contract Name 34 1. DOE/TPW Number(if required) 35 m. Consultant Company Name 36 n. Consultant Contact Name 37 o. Consultant Contact Phone Number 38 p. Contractor Company Name 39 q. Contractor Contact Name 40 r. Contractor Contact Phone Number 41 1.6 INFORMATIONAL SUBMITTALS 42 A. Pre-CCTV submittals 43 I. 2 copies of CCTV video results on USB drive 44 2. 2 hard copies of Inspection Report and one pdf copy on USB drive 45 B. Additional information that may be requested by the City 46 1. Listing of cleaning equipment and procedures CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised March 3,2016 330131-4 CLOSED CIRCUIT TFLE;VISION{CCTV}INSPECTION Page 4 of 7 l 2. Listing of flow diversion procedures if required 2 3. Listing of CCTV equipment 3 4. Listing of backup and standby equipment 4 5. Listing of safety precautions and traffic control measures 5 1.7 CLOSEOUT SUBMITTALS 6 A. Post-CCTV submittals 7 1. 2 copies of CCTV video results on USB drive 8 2. 2 Hard copies of Inspection Report. A pdf copy on USB drive shall be submitted to 9 the City Inspector for review prior to scheduling a project final walk through. 10 3. CCTV speadsheet log in EXCEL format—A blank copy of the CCTV spread sheet 1 l log can be found on Buzzsaw. Location: Resources170—Inspection Tools\Standard 12 Construction 13 4. Construction Plans identifying the line segments that were videoed. Include cover 14 sheet, overall line Iayout sheet(s),and plan and profile sheet(s). 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1,12 WARRANTY [NOT USED] 20 PART 2- PRODUCTS 21 A. Equipment- 22 1. Closed Circuit Television Camera 23 a. The television camera used shall be one specifically designed and constructed 24 for sewer inspection. Lighting for the camera shall be suitable to allow a clear 25 picture of the entire periphery of the pipe. The camera shall be operative in 100 26 percent humidity/submerged conditions. The equipment will provide a view of 27 the pipe ahead of the equipment and of features to the side of the equipment 28 through turning and rotation of the lens. The camera shall be capable of tilting 29 at right angles along the axis of the pipe while panning the camera lens through 30 a full circle about the circumference of the pipe. The lights on the camera shall 31 also be capable of panning 90-degrees to the axis of the pipe. 32 b. The radial view camera must be solid state color and have remote control of the 33 rotational lens. The camera shall be capable of viewing the complete 34 circumference of the pipe and manhole structure,including the cone-section or 35 corbel. The camera lens shall be an auto-iris type with remote controlled 36 manual override. 37 2. Video Capture System CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised March 3,2016 33 01 31-5 CLOSED CIRCUIT TELVVISION(CCTV)INSPECTION Page 5 of 7 1 a. The video and audio recordings of the sewer inspections shall be made using 2 digital video equipment. A video enhancer may be used in conjunction with, 3 but not in lieu of,the required equipment. The digital recording equipment 4 shall capture sewer inspection on USB drive, with each sewer segment(from 5 upstream manhole to downstream manhole) inspection recorded as an 6 individual file in Windows Media Audio/Video(.wmv)format. City has a right 7 to change the format from .WMV media to .MP4 8 b. The system shall be capable of printing pipeline inspection reports with 9 captured images of defects or other related significant visual information on a 10 standard color printer. 1 I c. The system shall store digitized color picture images and be saved in digital 12 format on a USB drive. 13 d. The system shall be able to produce data reports to include,at a minimum, all 14 observation points and pertinent data. All data reports shall match the defect 15 severity codes outlined in the City's CCTV manual. 16 e. Camera footage, date&manhole numbers shall be maintained in real time and 17 shall be displayed on the video monitor as well as the video character 18 generators illuminated footage display at the control console. 19 PART 3 - EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USED] 22 3.3 PREPARATION 23 A. General 24 1. Prior to inspection obtain pipe and manhole asset identification numbers from the 25 plans or City to be used during inspections. Inspections performed using 26 identification numbers other than the plans or from assigned numbers from the City 27 will be rejected. 28 2. Inspection shall not commence until the sewer section to be televised has been 29 completely cleaned in conformance with Section 33 04 50.(Sewer system should 30 be connected to existing sewer system and should be active) 31 3. Inspection of newly installed sewers(not yet in service)shall not begin prior to 32 completion of the following: 33 a. Pipe testing 34 b. All manhole work is complete 35 c. Installation of all lateral services 36 d. Vacuum test of manholes 37 4. Temporary Bypass Pumping(if required)shall conform to Section 33 03 10. 38 B. Storm Sewer Lines 39 1. Coordinate with City of Fort Worth Transportation/Public Works Department for 40 CCTV equipment and cleaning requirements. 41 3.4 INSPECTION(CCTV) 42 A. General CITY OF FORTWORTH Sanitary Sewer Rehabititation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised March 3,2016 3301 31-6 CLOSED CIRCUIT TELEVIS[ON(CCTV)INSPECTION Page 6 of 7 1 1. Begin inspection immediately after cleaning of the main. 2 2. Move camera through the Iine in either direction at a moderate rate, stopping when 3 necessary to permit proper documentation of the main's condition. 4 3. Do not trove camera at a speed greater than 30 feet per minute. 5 4. Use manual winches,power winches, TV cable, and power rewinds that do not 6 obstruct the camera view, allowing for proper evaluation. 7 5. During investigation stop camera at each defect along the main. 8 a. Record the nature,location and orientation of the defect or infiltration location 9 as specified in the CCTV Manual. 10 6. Pan and tilt the camera to provide additional detail at: 11 a. Manholes, Include condition of manhole in its entirety and interior corrosion 12 protection(if applicable)(Camera should pan the entire manhole from top as 13 well as while lowering into manhole, also show complete view of invert) 14 b. Service connections,Pan the Camera to get a complete overview of service 15 connection including zooming into service connection Include location(i.e. 3 16 o'clock,9 o'clock,etc...) 17 c. Joints, Include comment on condition, signs of damage, etc... 18 d. Visible pipe defects such as cracks,broken or deformed pipe,holes, offset 19 joints,obstructions or debris(show as%of pipe diameter). If debris has been 20 found in the pipe during the post-CCTV inspection, additional cleaning is 21 required and pipe shall be re-televised. 22 e. Infiltration/inflow locations 23 f. Pipe material transitions 24 g. Other locations that do not appear to be typical for normal pipe conditions 25 h. Note locations where camera is underwater and level as a%of pipe diameter. 26 7. Provide accurate distance measurement. 27 a. The meter device is to be accurate to the nearest 1110 foot. 28 8. CCTV inspections are to be continuous. 29 a. Do not provide a single segment of main on more than 1 USB drive. 30 b. A single segment is defined from manhole to manhole. 31 c. Lateral inspection locations are to be cross referenced to the main line but may 32 be submitted as separate file(s). 33 B. Pre-Installation Inspection for Sewer Mains to be rehabilitated 34 1. Perform Pre-CCTV inspection immediately after cleaning of the main/lateral and 35 before rehabilitation work. 36 2. If, during inspection,the CCTV will not pass through the entire section of main due 37 to blockage or pipe defect, set up so the inspection can be performed from the 38 opposite manhole. 39 3. Provisions for repairing or replacing the impassable location are addressed in 40 Section 33 31 20, Section 33 31 21 and Section 33 3122. 41 C. Post-Installation Inspection 42 1. Complete manhole installation before inspection begins. 43 2. Prior to inserting the camera, flush and clean the main in accordance to Section 33 44 0450. 45 D. Documentation of CCTV Inspection CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised March 3,2016 3301 31 -7 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION Page 7 of 7 1 1. Sanitary Sewer Lines 2 a. Follow the CCTV Manual (CCTV standard manual supplied by City upon 3 request)for the inspection video, data logging and reporting or fart 1.5 E of 4 this section. 5 2. Storm Sewer Lines 6 a. Provided documentation for video, data logging,and reporting in accordance 7 with City of Fort Worth Transportation/Public Works Department 8 requirements. 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION INOT USED] 11 3.7 FIELD [os] SITE QUALITY CONTROL [NOT USED] 12 3.8 SYSTEM STARTUP[NOT USED] 13 3.9 ADJUSTING [NOT USED] 14 3.10 CLEANING 15 A. See Section 33 04 50. 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION ]NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 21 END OF SECTION 22 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson Various—Added requirements for coordination with T/PW for Storm Sewer CCTV 03/03/2016 J Kasavich Various—Alternative to CCTV Manual,modified submittal detail requirements 23 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised March 3,2016 3331 50- 1 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page I of 10 1 SECTION 33 3150 2 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Sanitary sewer service connection, service lime and 2-way cleanout from the main 7 to the right-of-way,as shown on the Drawings, directed by the Engineer and 8 specified herein for: 9 a. New Service 10 b. New Service(Bored) I1 c. Private Service Relocation 12 d. Service Reinstatement 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include,but are not necessarily limited to: 16 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 f--General Requirements 18 3. Section 33 05 10--Utility Trench Excavation, Embedment and Backfill 19 4. Section 33 11 10 Ductile Iron Pipe 20 5. Section 33 11 11 —Ductile Iron Fittings 21 6. Section 33 3120--Polyvinyl Chloride(PVC)Gravity Sanitary Sewer Pipe 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment[Items in this Section are intended to be combined for 24 specific project situations. For example-Items 1, 2 or 3 should be used alone for a 25 previously unserviced lot. Items 1, 2 or 3 should be used in conjunction with Item 5_for 26 a service relocate where the new service is 5 feet or less from the existing service. 27 Items 1 or 2 should be combined with Items 4 and 5 for a service relocate where the 28 service is being moved more than 5 feet from the existing service.] 29 1. 4"Sanitary Sewer Service,Open Cut 30 a. Measurement 31 1) Measurement for this Item shall be per each "4"Sanitary Sewer Service, 32 Open Cut"complete in place. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 will be paid for at the unit price bid per each"Sewer Service"installed for: 36 a) Various sizes 37 c. The price bid shall include: 38 1) Furnishing and installing New Sanitary Sewer Service Line as specified by 39 the Drawings 40 2) Pavement removal 41 3) Excavation CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 333150-2 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 2 of 10 1 4) Hauling 2 5) Disposal of excess material 3 6) Tee connection to main 4 7) Fittings 5 8) 2-way cleanout and cap with concrete pad 6 9) Surface restoration,excluding grass(seeding,sodding or hydro-mulch paid 7 separately) 8 I0) Furnishing,placing and compaction of embedment 9 11) Furnishing,placing and compaction of backfill 10 12) Clean-up 11 2. New Ductile Iron Sewer Service 12 a. Measurement 13 1) Measurement for this Item shall be per each Ductile Iron Sewer Service 14 complete in place. 15 b. Payment 16 l) The work performed and materials furnished in accordance with this Item 17 will be paid for at the unit price bid per each"DIP Sewer Service" installed 18 for: I9 a) Various sizes - 20 c. The price bid shall include: 21 I) Furnishing and installing New DIP Sanitary Sewer Service Line as 22 specified by the Drawings 23 2) Pavement removal 24 3) Excavation 25 4) Hauling 26 5) Disposal of excess material 27 6) Tee connection to main 28 7) Fittings 29 8) 2-way cleanout and cap with concrete pad 30 9) Surface restoration,excluding grass(seeding, sodding or hydro-mulch paid 31 separately) 32 10) Furnishing, placing and compaction of embedment 33 11) Furnishing,placing and compaction of backfill 34 12) CIean-up 35 3. New Bored Sewer Service 36 a. Measurement 37 1) Measurement for this Item shall be per each Bored Sewer Service complete 38 in place. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under"Measurement"will be paid for at the unit 42 price bid per each"Bored Sewer Service" installed for: 43 a) Various sizes 44 b) Various materials 45 c. The price shall include: 46 1) Furnishing and installing New Sanitary Sewer Service Line as specified by 47 the Drawings 48 2) Pavement removal 49 3) Excavation CITY OF FORT woRTFI Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS City Project No.02739 Revised April 26,2013 333150-3 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 3 of 10 1 4) Hauling 2 5) Disposal of excess material 3 6) Tee connection to main 4 7) Service Line 5 8) Fittings 6 9) 2-way cleanout and cap with concrete pad 7 10) Surface restoration surrounding 2-way cleanout 8 11) Furnishing,placing and compaction of embedment and backfill 9 12) Clean-up 10 4. Private Service Relocation II a. Measurement 12 1) Measured horizontally along the surface from center line to center Iine of 13 the fitting, manhole or appurtenance 14 b. Payment 15 1) The work performed and the materials furnished in accordance with this 16 Item and measured as provided under"Measurement"will be paid for at the 17 unit price bid per linear foot for"Private Sewer Service"installed for: 18 a) Various sizes 19 b) Various materials 20 c. The price shall include: 21 1) Obtaining appropriate Permit 22 2) Obtaining Right of Entry 23 3) Performing relocation as specified in the Drawings 24 4) Excavation 25 5) Hauling 26 6) Disposal of excess material 27 7) Service Line-private side by plumber 28 8) Fittings 29 9) Furnishing,placing and compaction of embedment 30 10) Furnishing, placing and compaction of backfill 31 11) Clean-up—surface restoration,excluding grass(seeding,sodding or hydro- 32 mulch paid separately) 33 5. Sewer Service Reconnection 34 a. Measurement 35 1) Measurement for this Item shall be per each"Sewer Service Reconnection" 36 complete in place from public service line connection to private service line 37 connection. 38 b. Payment 39 1) The work performed in conjunction with the relocation of a sewer service, 40 associated with private service line, fittings and cleanout 5 feet or less in 41 any direction from the centerline of the existing service line and the 42 materials furnished in accordance with this Item will be paid for at the unit 43 price per each"Sewer Service, Reconnection"performed for: 44 a) Various service sizes 45 c. The price bid shall include: 46 1) Private service line 47 2) Fittings 48 3) Private connection to sewer service 49 4) Pavement removal CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 333150-4 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 4 of 10 1 5) Excavation 2 6) Hauling 3 7) Disposal of excess material 4 8) Surface restoration,excluding grass(seeding, sodding or hydro-mulch paid 5 separately) 6 9) . 7 10) 8 11) Clean-up 9 6. 2-way Cleanout 10 a. Measurement 11 1) Measurement for this Item shall be per each when only a"2-way Cleanout" 12 is installed. 13 b. Payment 14 1) The work performed and the materials furnished in accordance with this 15 Item shall be paid for at the unit price bid per each"2-way Cleanout" 16 installed for: 17 a) Various sizes 18 b) Various materials 19 c. The price bid shall include: 20 1) Furnishing and installing the 2-way Cleanout and cap as specified in the 21 Drawings 22 2) Pavement removal 23 3) Concrete pad 24 4) Surface restoration,excluding grass(seeding„sodding or hydro-mulch paid 25 separately) 26 5) Hauling 27 6) Disposal of excess material 28 7) Furnishing, placing and compaction of backfill 29 8) Clean-up 30 7. Service Reinstatement 31 a. Measurement 32 1) Measurement for this Item shall be per each Reinstatement of Service 33 associated with the sewer main being rehabilitated by a trenchless method. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this item 36 and measured as provided under"Measurement"will be paid for at the unit 37 price bid per each"Sewer Service, Reinstatement"for: 38 a) Various sizes 39 c. The price bid shall include: 40 1) Tap to existing main 41 2) Pavement removal 42 3) Excavation 43 4) Hauling 44 5) Disposal of excess material 45 6) Tee connection to main 46 7) Service line 47 8) 2-way cleanout and cap with concrete pad 48 9) Fittings 49 l0) Furnishing,placing and compaction of embedment and backfill CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 333150-5 SANITARY SEWFR SERVICE CONNECTIONS AND SERVICE LINE Page 5 of 10 1 11) Cleats-up---surface restoration, excluding grass(seeding, sodding or hydro- 2 mulch paid separateiy)references 3 B. Definitions 4 1. New Service 5 a. New service applies to the installation of a service with connection to anew or 6 existing sewer main. 7 b. The service materials would include service line, fittings and cleanout. 8 2. Bored Service 9 a. Bored service applies to the installation of a service with connection to anew or 10 existing sewer main including a bore under an existing road. 11 b. The service materials would include service line,fittings and cleanout. 12 3. Private Service Relocation 13 a. Private service relocation applies to the replacement of the existing sewer 14 service line on private property typically associated with the relocation of the 15 existing main. 16 b. Typical main relocation will be from a rear lot easement or alley to the street. 17 4. Service Reinstatement 18 a. Service reinstatement applies to the reconnection of an existing service to an 19 existing main that has been rehabilitated by trenehless methods such as pipe 20 enlargement(pipe bursting),slip lining or CIPP. 2i C. Reference Standards 22 1, Reference standards cited in this Specification refer to the current reference 23 standard published at the time of the latest revision date logged at the end of this 24 Specification,unless a date is specifically cited. 25 2. ASTM International(ASTM): 26 a. ASTM D3034 Standard Specification for Type PSM Poly(Vinyl Chloride) 27 (PVC) Sewer Pipe and Fittings 28 b. ASTM D 1785 Standard Specification for Poly(Vinyl Chloride)(PVC)Plastic 29 Pipe, Schedules 40, 80 and 120. 30 c. ASTM D2321 Standard Practice for Underground Installation of Thermoplastic 31 Pipe for Sewers and Other Gravity-Flow Applications 32 d. ASTM D2412 Standard Test Method for Determination of External Loading 33 Characteristics of Plastic Pipe by Parallel-Plate Loading 34 e. ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic 35 Pipes Using Flexible Elastomeric Seals 36 3. Texas Commission on Environmental Quality 37 a. Title 30, Part 1,Chapter 217, Subchapter C,Rule 217.54—Criteria for Laying 38 Pipe and Rule 39 b. Title 30, Part 1,Chapter 217, Subchapter C, 217.55—Manholes and Related 40 Structures 41 1.3 ADMINISTRATIVE REQUIREMENTS 42 A. Scheduling 43 1. Provide advance notice for service interruption to property owner and meet 44' requirements of Division 0. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICA'1TON DOCUMENTS City Project No.02739 Revised April 26,2013 333150-6 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 6 of 10 1 1.4 SUBMITTALS 2 A. Submittals shall be in accordance with Section 0133 00. 3 B. All submittals shall be approved by the City prior to delivery. 4 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 5 A. Product data shall include,if applicable: 6 1. Tee connection or saddle 7 2. Fittings(including type of cleanout) 8 3. Service line 9 B. Certificates 10 1. Furnish an affidavit certifying that service line and fittings meet the provisions of 11 this Section. 12 1.6 CLOSEOUT SUBMITTALS [NOT USED] 13 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.8 QUALITY ASSURANCE [NOT USED] 15 1.9 DELIVERY,STORAGE,AND HANDLING 16 A. Storage and Handling Requirements 17 1. Gravity pipe shall he stored and handled in accordance with the manufacturer's 18 guidelines. 19 2. Protect all parts such that no damage or deterioration will occur during a prolonged 20 delay from the time of shipment until installation is completed and the units and 21 equipment are ready for operation. 22 3. Protect all equipment and parts against any damage during a prolonged period at the 23 site. 24 4. Prevent plastic and similar brittle items from being directly exposed to sunlight or 25 extremes in temperature. 26 5. Secure and maintain a location to store the material in accordance with Section 01 27 6600. 28 1.10 FIELD ISITE] CONDITIONS [NOT USED] 29 1.11 WARRANTY[NOT USED] 30 PART 2- PRODUCTS 31 2.1 OWNER-FURNISHED [NOT USED] 32 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 33 A. Manufacturers 34 1. Only the manufacturers as listed on the City's Standard Products List will be 35 considered as shown in Section 01 60 00. 36 a. The manufacturer must comply with this Specification and related Sections. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 333150-7 SANITARY SEWER SERVICE;CONNECTIONS AND SERVICE LINE Page 7 of 10 1 2. Any product that is not listed on the Standard Products List is considered a 2 substitution and shall be submitted in accordance with Section 0125 00. 3 3. The services and appurtenances shall be new and the product of a manufacturer 4 regularly engaged in the manufacturing of services and appurtenances having 5 similar service and size. 6 B. Materials/Design Criteria 7 1. Service Line and Fittings(including tee connections) 8 a. PVC pipe and fittings on public property shall be in accordance with Section 33 9 31 20. 10 b. PVC pipe and fittings on private property shall be Schedule 40 in accordance 11 with ASTM D1785. 12 c. Ductile iron pipe and fittings shall be coated with ceramic epoxy in accordance 13 with Section 33 11 10 and Section 33 11 11. 14 2. Service saddle 15 a. Service saddles shall only be allowed when connecting a new service to an 16 existing sanitary sewer main and shall: 17 1) Be a 1-piece prefabricated saddle, either polyethylene or PVC, with 18 neoprene gasket for seal against main 19 2) Use saddle to fit outside diameter of main 20 3) Use saddle with grooves to retain band clamps 21 4) Use at least 2 stainless steel band clamps for securing saddles to the main 22 b. tnserta tees service connections may not be used. 23 3. Cleanout 24 a. Cleanout stack material should be in accordance with City Standard Details or 25 as shown on Drawings. 26 b. For paved areas,provide a cast iron cleanout and cast iron lid. 27 c. For unpaved areas,provide PVC cleanout and polyethylene lid. 28 4. Coupling 29 a. For connections between new PVC pipe stub out and existing service line, use 30 rubber sleeve couplings with stainless steel double-band repair sleeves to 31 connect to the line. 32 2.3 ACCESSORIES [NOT USED] 33 2.4 SOURCE QUALITY CONTROL [NOT USED] 34 PART 3 - EXECUTION [NOT USED] 35 3.1 INSTALLERS 36 A. A licensed plumber is required for installations of the service Iine on private property. 37 3.2 EXAMINATION [NOT USED] 38 3.3 PREPARATION [NOT USED] 39 3.4 INSTALLATION 40 A. General CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'T'S City Project No.02739 Revised April 26,2013 3331 50-9 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 8 of 10 1 1. Install service line, fittings and cleanout as specified herein, as specified in Section 2 33 05 10 and in accordance with the pipe manufacturer's recommendations. 3 B. Handling 4 1. Haul and distribute service lines,fittings and cleanouts at the project site and handle 5 with care to avoid damage. 6 a. Inspect each segment of service line and reject or repair any damaged pipe 7 prior to lowering into the trench. 8 2. Do not handle the pipe in such a way that will damage the pipe. 9 C. Service Line 10 1. Lay service line at a minimum grade of 2 percent, as shown on City Standard 1 I details, or at lines and grades as indicated in the Drawings. 12 2. If service line is installed by bore as an alternative to open cut,the cost associated 13 with open cut installation, such as pavement removal, trenching, embedment and 14 backfill and pavement patch will not be included as part of the bore installation. 15 3. Excavate and backfill trenches in accordance with 33 05 10. 16 4. Embed PVC Pipe in accordance with 33 05 10. 17 D. Cleanout 18 I. Install out of traffic areas such as driveways,streets and sidewalks whenever 19 possible. 20 a. When not possible, install cast iron cleanout stack and cap. 21 2. Install 2-way cleanout in non-paved areas in accordance with City Standard Details. 22 3. Install 2-way cleanout in paved areas in accordance with City Standard Details. 23 E. Service line connection to main 24 1. New service on new or replacement main 25 a. Determine location of service connections before main installation so the 26 service fittings can be installed during main installation. 27 b. Connect service line to main with a molded or fabricated tee fitting. 28 2. Reconnection to main after pipe enlargement 29 a. Tapping the existing main and installing a strap on tee connection may be used. 30 b. Allow the new main to recover from imposed stretch before tapping and service 31 installation. 32 1) Follow manufacturer's recommendation for the length of time needed. 33 c. Tap main at 45 degree angle to horizontal when possible. 34 1) Avoid tapping the top of main. 35 d. Extend service line from main to property line or easement line before 36 connecting to the existing service line. 37 3. New service on existing main 38 a. Connect service line to main with a molded or fabricated tee fitting if possible. 39 b. Tapping the existing main and installing a strap on tee connection may be used. 40 F. Private Service Relocation 41 1. Requirements for the relocation of service line on private property 42 a. A licensed plumber must be used to install service line on private property. 43 b. Obtain permit from the Development Department for work on private property. 44 c. Pay for any inspection or permit fees associated with work on private property. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 i 3331 50-9 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 9 of 10 1 d. Verify(by Exploratory Excavation of Existing Utilities)the elevations at the 2 building cleanout and compare to data on the Drawings before beginning 3 service installation. 4 e. Submit elevation information to the City inspector. 5 f. Verify that the 2 percent slope installation requirement can be met. 6 1) If the 2 percent slope cannot be met,verify with the Engineer that line may 7 be installed at the lesser slope. 8 3.5 REPAIR/RESTORATION [NOT USED] 9 3.6 RE-INSTALLATION 10 A. Service Relocation 11 1. All relocations that are not installed as designed or fail to meet the City code shall 12 be reinstalled at the Contractor's expense. 13 3.7 FIELD QUALITY CONTROL 14 A. Inspections 15 1. Private property service line requires approval by the City plumbing inspector 16 before final acceptance. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log DATE NAME SUMMARY OF CHANGE Throughout---Deep Sewer Service was removed 1.2—Measurement and Payment Items were revised to include relocation and 12/20/2012 D.Johnson reconnection;Blue text was added for guidance in applying the bid Items;Price bid lists revised to include clean-out caps,pads and surface restoration. Added the phrase',including grass'to lines; Part 1, 1.2.A.1.c.9,Partl,1.2.A.2.c.9,Part 1,1.2.A.5.c.8,Part], 1.2.A.6.c.4 2/13/2013 F.Griffin Added the phrase`-surface restoration,including grass'to lines; Part 1, 1.2.A.4.e.11,Part 1, 1.2.A.7.10 Removed the phrase`surrounding 2-way elcanout' from lines; CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 33 31 50- 10 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 10 of 10 Part 1, 1.2.A.1.c.9,Part 1, 1.2.A.2.c.9,Part 1, 1.2.A.6.c.4 Revised lines with`including grass'replacing with`excluding grass(seeding, sodding or hydromulching paid separately)' 4/26/2013 F.Griffin Included in Part 1, 1.2,A, 1,c,9;Part 1, 1.2,A,2,c,9;Part 1, 1.2,A,4,c, 11;Part 1, 1.2,A,5,c,8;Part I, 1.2,A,6,c,4;Part 1, 1.2,A,7,c, 10 1 CITY OF FORT WORTH Sanitary Sewer Rehabil itation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 CITY OF FORT WORTH ADDENDUM NO.3 To the Plans, Specifications & General Contract Documents Sanitary Sewer Rehabilitation Contract 97 City Project No. 02739 Original Bid Date: Thursday August 9th, 2018 k Revised Bid Open Date: Thursday August 16th,2018 Addendum No. 3: Issued Tuesday,August 14,2018 This Addendum,forms part of the flans, Contract Documents &Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (SECTION 00 41 00)and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for Sanitary Sewer Rehabilitation Contract 97, City Project No. 02739, are hereby revised by Addendum No.3 as follows: SPECIFICATIONS&CONTRACT DOCUMENTS: 1. Specification 33 31 1.2—CURED-IN-PLACE PIPE(CIPP),has been updated.Please replace Section 2.2 C. 1. D. 3 of Specification 33 31 12—CURED-IN-PLACE PIPE(CIPP)shall be replaced with the following: "I The minimum allowable wall thickness for felt liner shall be one nominal thickness above that which is required to meet ASTM F1216 Appendix X1 design formula." A signed copy of the Addendum should be included in the scaled bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE,"resulting in disqualification. - RECEIPT ACKNOWLEDGEMENT: By: Byt- Tony Sholola,P.E. Company: - `` Engineering Manager, Water Department Address: City of Fort Worth,Texas City: State: Sanitary Sewer Rehabilitation Contract 97 City Project No.02739 Addendum No.3,Page I of I 0011 13- 1 INVITATION TO BIRDERS Page I of 2 1 SECTION 00 1113 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of Sanitary Sewer Rehabilitation Contract 97, City Project No. 6 02739, 59607-0700430-CO2739-01783 will be received by the City of Fort Worth Purchasing 7 Office: 8 9 City of Fort Worth 10 Purchasing Division I1 1000 Throckmorton Street 12 Fort Worth, Texas 76102 U until 1:30 P.M. CST,Thursday,August 16,2018,and bids will be opened publicly and read 14 aloud at 2:00 PM CST in the Council Chambers. 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of the(approximate)following: 18 19 Sanitary Sewer Line Rehabilitation and Improvements: 20 125 LF of 8-inch sanitary sewer line by open-cut 21 165 LF of 15-inch sanitary sewer line by open-cut 22 320 LF of 21-inch sanitary sewer line by open-cut 23 60 LF of 24-inch sanitary sewer line by open-cut 24 1,950 LF of 10-inch to 15-inch pipe enlargement 25 3,I00 LF of 6-inch to 8-inch pipe enlargement and 47 service reinstatements 26 8,040 LF of 6-inch CIPP and 210 service reconnections 27 36 EA,4' sanitary sewer manholes 28 Sanitary sewer manhole rehabilitation 29 500 SY of asphalt pavement repair 30 200 SY of concrete pavement repair 31 32 PREQUALIFICATION 33 The improvements included in this project must be performed by a contractor who is pre- 34 qualified by the City at the time of bid opening.The procedures for qualification and pre- 35 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. 36 37 DOCUMENT EXAMINATION AND PROCUREMENTS 38 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 39 of Fort Worth's Purchasing Division website at htta_//w_ww.tortworth og v.org/urchasing_/and 40 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 41 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 42 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 43 Parties Form 1295 and the form must be submitted to the Project Manager before the 44 contract will be presented to the City Council. The form can be obtained at 45 https://www.ethics.state.tx.us/tee/1295-Info.htm . 46 47 PREBID CONFERENCE 48 A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO 49 BIDDERS at the following location, date, and time: CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 001113-2 INVITATION TO BIDDERS Page 2 of 2 1 DATE: July 30, 2018 2 TIME: 9:30 AM 3 PLACE: 311 W. 10th 4 Fort Worth,Texas 76102 5 6 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 7 City reserves the right to waive irregularities and to accept or reject bids. 8 9 INQUIRIES 10 All inquiries relative to this procurement should be addressed to the following: 11 Attn: Roberto Sauceda, P.E., City of Fort Worth 12 Email: Roberto.Sauceda@fortworthtexas.gov 13 Phone: (817)392-2387 14 AND/OR 15 Attn: Nicole Conner,Kennedy/Jenks Consultants 16 Email: nicoleconner@kennedyjenks.com 17 Phone: (169)621-6231 18 19 ADVERTISEMENT DATES 20 July 12th,2018 21 July 19th,2018 22 23 END OF SECTION CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 002113-1 INSTRUCTIONS TO BIDD) IIS Page I of 9 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1.Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 6 00- GENERAL CONDITIONS. _ 7 8 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1, Bidder: Any person,firm,partnership, company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder:Any person, firm,partnership, company, association,or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided)makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Prequalification of Bidders(Prime Contractors and Subcontractors) 33 34 3.1.All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified(even if inadvertently opened)shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.1.1. Paving—Requirements document located at; 40 htt s:// rojeet oint.buzzsaw.com/fortworth ov/Resources/02%20- 41 %20Construction%2ODocuments/Contractor%2OPrequalifiication/TPW%2OPavina 42 %20Contractor%2OPre ualification%20Pro ram/PRE UALIFICATION%20RE 43 UIREMENTS%o20FOR%20PAVING%2000NTRACTORS.PDF? ublic 44 45 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at; 46 https://projeetpoint.buzzsaw.com/fortworthgov/Resources/02%20- 47 %20Construction%2ODocuments/Contractor%2OPreq ualifiication/TP W%2OPavina 48 %20Contractor%2OPre ualification%24Pro ram/PRE UALIFICATION%20RE 49 UIREM ENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of9 1 2 3.1.3. Water and Sanitary Sewer—Requirements document located at; 3 https://Vromectgoint.buzzsaw.com/fortworthgov/Resources/02%20- 4 %20Construction%2ODocuments/Contractor%2OPre ualification/Water%20and%2 5 OSanitar %2OSewer%2OContractor%2OPre ualification%2OPro ram/VIWSS%2O re 6 qi a_1%20requirements.doc?public 7 8 3.2.Each Bidder unless currently prequalified, must be prepared to submit to City within 9 seven(7)calendar days prior to Bid opening,the documentation identified in Section 00 10 45 11,BIDDERS PREQUALIFICATIONS. 11 12 3.2.1. Submission of and/or questions related to prequalification should be addressed to 13 the City contact as provided in Paragraph 6.1, 14 15 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 16 bidder(s)for a project to submit such additional information as the City,in its sole 17 discretion may require, including but not limited to manpower and equipment records, 18 information about key personnel to be assigned to the project, and construction schedule, 19 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 20 deliver a quality product and successfully complete projects for the amount bid within 21 the stipulated time frame. Based upon the City's assessment of the submitted 22 information,a recommendation regarding the award of a contract will be made to the 23 City Council. Failure to submit the additional information, if requested, may be grounds 24 for rejecting the apparent low bidder as non-responsive. Affected contractors will be 25 notified in writing of a recommendation to the City Council. 26 27 3.4.In addition to prequalification, additional requirements for qualification may be required 28 within various sections of the Contract Documents. 29 30 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 31 32 4.1.Before submitting a Bid,each Bidder shall: 33 34 4.1.1. Examine and carefully study the Contract Documents and other related data 35 identified in the Bidding Documents(including"technical data"referred to in 36 Paragraph 4.2,below).No information given by City or any representative of the 37 City other than that contained in the Contract Documents and officially 38 promulgated addenda thereto, shall be binding upon the City. 39 40 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 41 site conditions that may affect cost, progress,performance or furnishing of the 42 Work. 43 44 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 45 progress,performance or furnishing of the Work. 46 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 002113-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.4. Study all: (i)reports of explorations and tests of subsurface conditions at or 2 contiguous to the Site and all drawings of physical conditions relating to existing 3 surface or subsurface structures at the Site(except Underground Facilities)that 4 have been identified in the Contract Documents as containing reliable "technical 5 data" and(ii)reports and drawings of Hazardous Environmental Conditions, if any, 6 at the Site that have been identified in the Contract Documents as containing 7 reliable "technical data." 8 9 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 10 the information which the City will furnish.All additional information and data 11 which the City will supply after promulgation of the formal Contract Documents 12 shall be issued in the form of written addenda and shall become part of the Contract 13 Documents just as though such addenda were actually written into the original 14 Contract Documents.No information given by the City other than that contained in 15 the Contract Documents and officially promulgated addenda thereto,shall be 16 binding upon the City. 17 18 4.1.6. Perform independent research, investigations,tests,borings,and such other means 19 as may be necessary to gain a complete knowledge of the conditions which will be 20 encountered during the construction of the project. On request, City may provide 21 each Bidder access to the site to conduct such examinations, investigations, 22 explorations,tests and studies as each Bidder deems necessary for submission of a 23 Bid. Bidder must fill all holes and clean up and restore the site to its former 24 conditions upon completion of such explorations,investigations,tests and studies. 25 26 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 27 cost of doing the Work,time required for its completion, and obtain all information 28 required to make a proposal.Bidders shall rely exclusively and solely upon their 29 own estimates, investigation,research,tests, explorations, and other data which are 30 necessary for full and complete information upon which the proposal is to be based. 31 It is understood that the submission of a proposal is prima-facie evidence that the 32 Bidder has made the investigation, examinations and tests herein required. Claims 33 for additional compensation due to variations between conditions actually 34 encountered in construction and as indicated in the Contract Documents will not be 35 allowed. 36 37 4.1.8. Promptly notify City of all conflicts,errors,ambiguities or discrepancies in or 38 between the Contract Documents and such other related documents. The Contractor 39 shall not take advantage of any gross error or omission in the Contract Documents, 40 and the City shall be permitted to make such corrections or interpretations as may 41 be deemed necessary for fulfillment of the intent of the Contract Documents. 42 43 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of: 44 45 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 46 the site which have been utilized by City in preparation of the Contract Documents. 47 The logs of Soil Borings, if any,on the plans are for general information only. 48 Neither the City nor the Engineer guarantee that the data shown is representative of 49 conditions which actually exist. 50 CITY OF FORT WORTII Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.2. those drawings of physical conditions in or relating to existing surface and 2 subsurface structures(except Underground Facilities)which are at or contiguous to 3 the site that have been utilized by City in preparation of the Contract Documents. 4 5 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 6 on request. Those reports and drawings may not be part of the Contract 7 Documents, but the "technical data" contained therein upon which Bidder is entitled 8 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 9 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 10 responsible for any interpretation or conclusion drawn from any "technical data" or 11 any other data, interpretations,opinions or information. 12 13 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 14 that Bidder has complied with every requirement of this Paragraph 4,(ii)that without 15 exception the Bid is premised upon performing and furnishing the Work required by the 16 Contract Documents and applying the specific means,methods,techniques, sequences or 17 procedures of construction(if any)that may be shown or indicated or expressly required 18 by the Contract Documents,(iii)that Bidder has given City written notice of all 19 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 20 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 21 etc., have not been resolved through the interpretations by City as described in 22 Paragraph 6., and(iv)that the Contract Documents are generally sufficient to indicate 23 and convey understanding of all terms and conditions for performing and furnishing the 24 Work. 25 26 4.4.The provisions of this Paragraph 4,inclusive,do not apply to Asbestos, Polychlorinated 27 biphenyls (PCBs),Petroleum, Hazardous Waste or Radioactive Material covered by 28 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract 29 Documents, 30 31 5. Availability of Lands for Work,Etc. 32 33 5.1.The lands upon which the Work is to be performed, rights-of-way and easements for 34 access thereto and other lands designated for use by Contractor in performing the Work 35 are identified in the Contract Documents. All additional lands and access thereto 36 required for temporary construction facilities, construction equipment or storage of 37 materials and equipment to be incorporated in the Work are to be obtained and paid for 38 by Contractor. Easements for permanent structures or permanent changes in existing 39 facilities are to be obtained and paid for by City unless otherwise provided in the 40 Contract Documents. 41 42 5.2.Outstanding right-of-way,easements, and/or permits to be acquired by the City are listed 43 in Paragraph SC 4.01 of the Supplementary Conditions.In the event the necessary right- 44 of-way,easements,and/or permits are not obtained,the City reserves the right to cancel 45 the award of contract at any time before the Bidder begins any construction work on the 46 project. 47 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,02739 Revised December 20,2012 0021 I3-5 INSTRUCTIONS TO BIDDERS Page 5 o1`9 1 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 2 way,easements, and/or permits,and shall submit a schedule to the City of how 3 construction will proceed in the other areas of the project that do not require permits 4 and/or easements. 5 6 6. Interpretations and Addenda 7 8 6-1. All questions about the meaning or intent of the Bidding Documents are to be directed to 9 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions 10 received after this day may not be responded to. Interpretations or clarifications 11 considered necessary by City in response to such questions will be issued by Addenda 12 delivered to all parties recorded by City as having received the Bidding Documents. 13 Only questions answered by formal written Addenda will be binding. Oral and other 14 interpretations or clarifications will be without legal effect. 15 16 Address questions to: 17 18 City of Fort Worth 19 1000 Throckmorton Street 20 Fort Worth, TX 76102 21 Attn: Robert Sauceda,P.E., Water Department 22 Fax: 817-392-2559 23 Email: roberto.sauceda@FortWorthTexas.gov 24 Phone: 817-392-2387 25 26 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 27 City. 28 29 6.3.Addenda or clarifications may be posted via Buzzsaw at 30 https:i/pro'ect oint.buzzsaw.com/client/fortworth ov/Infrastructure%20Pro'ects/02739 31 %20%20Sani1ar %20Sewer%20Rehab1itation%20Contract%2097/Bid%20 Documents% 32 20Package 33 34 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 35 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 36 Project. Bidders are encouraged to attend and participate in the conference. City will 37 transmit to all prospective Bidders of record such Addenda as City considers necessary 38 in response to questions arising at the conference. Oral statements may not be relied 39 upon and will not be binding or legally effective. 40 41 7. Bid Security 42 43 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 44 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 45 the requirements of Paragraphs 5.01 of the General Conditions. 46 CITY OF PORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. if the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 4 default, rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 8. Contract Times 10 The number of days within which,or the dates by which,Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 9. Liquidated Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 10. Substitute and "Or-Equal" Items 19 The Contract,if awarded,will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or"or-equal" items. 21 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or"or- 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City, application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C.of the General 26 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 27 28 11. Subcontractors,Suppliers and Others 29 30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 31 12-2011 (as amended),the City has goals for the participation of minority business 32 and/or small business enterprises in City contracts. A copy of the Ordinance can be 33 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 34 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor 35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 36 Venture Form as appropriate.The Forms including documentation must be received 37 by the City no later than 2:00 P.M. CST,on the second business days after the bid 38 opening date.The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received. Failure to comply shall render the bid as non- 40 responsive. 41 42 11.2. No Contractor shall be required to employ any Subcontractor, Supplier,other person 43 or organization against whom Contractor has reasonable objection. 44 45 12. Bid Form 46 47 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 48 obtained from the City. 49 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Prgject No.02739 Revised December 20,2012 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item,alternative,and unit 4 price item listed therein. In the case of optional alternatives,the words "No Bid," 5 "No Change," or"Not Applicable" may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals,for which the Bidder proposes to do the 7 work contemplated or furnish materials required. All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals,the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner,whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited Iiability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda„the numbers of 33 which shall be filled in on the Bid Form, 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37---Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to Purchasing Manager of the City,and shall be enclosed in an opaque sealed 46 envelope,marked with the City Project Number, Project title,the name and address of 47 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate 49 envelope with the notation "BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 002113-8 INSTRUCTIONS TO BIDDFRS Page 9 of 9 1 14. Modification and Withdrawal of Bids 2 3 14.1. Bids addressed to the-Purchasing Manager and filed with the Purchasing Office 4 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 5 must be made in writing by an appropriate document duly executed in the manner 6 that a Bid must be executed and delivered to the place where Bids are to be submitted 7 at any time prior to the opening of Bids.After all Bids not requested for withdrawal 8 are opened and publicly read aloud,the Bids for which a withdrawal request has been 9 properly filed may, at the option of the City, be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates(if any)will be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 22 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 27 to reject any or all nonconforming,nonresponsive, unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder,whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price,contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1.' Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders, Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 CITY OF FORT wORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers, and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs, maintenance requirements,performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 10 17.3. City may conduct such investigations as City deems necessary to assist in the 1I evaluation of any Bid and to establish the responsibility,qualifications, and financial 12 ability of Bidders,proposed Subcontractors, Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 I7.4. Contractor shall perform with his own organization,work of a value not less than 17 35%of the value embraced on the Contract, unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded,City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 18. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds, Certificates of Insurance, and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 003513-1 CONFLICT OF INTEREST AFFIDAVIT Page 1 of 1 1 SECTION 00 35 13 2 CONFLICT OF INTEREST AFFIDAVIT 3 4 Each bidder,offeror,or respondent(hereinafter also referred to as"you")to a City of Fort Worth 5 (also referred to as "City")procurement are required to complete Conflict of Interest 6 Questionnaire(the attached CIQ Form)and Local Government Officer Conflicts Disclosure 7 Statement(the attached CIS Form)below pursuant to state law. This affidavit will certify that the 8 Bidder has on file with the City Secretary the required documentation and is eligible to bid on 9 City Work.The referenced forms may be downloaded from the website links provided below. 10 11 htt -//www.ethirs.state.tx.u8/f6nnsLC 12 13 littv://www.etIlic.q-%tate-t3e-llm/foims/CIS>pdf 14 15 FA] CIQ Foran is on file with City Secretary 16 17 Q CIQ Form is being provided to the City Secretary 18 19 Q CIS Form is on File with City Secretary 20 21 Q CIS Form is being provided to the City Secretary 22 23 24 25 BIDDEN. 26 27 ARK CONTRACTIWG SERVICES, LLC By: STM C.R9 MAH _ 28 Company l&ase Print; 29 30 420 S DICK PRICE ROAD Signature: --- 31 Address 32 33 KENN p E 75060 _.__ Title: p gVEN_I._ 34 City/State/Zip (Please Print) 35 36 37 END OF SECTION CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,02739 Revised December 20,2012 0041 00 BID FORM Page 1 of 3 SECTION!00 4100 BID FORM TO: The Purchasing Manager CID:The Purchasing Division 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Sanitary Sewer Rehabilitation, Contract 97 City Project No.: 2739 Units/Sections: L-5015, L-5016, L-5017/L-5017A, L-5115, L-5223, L-5514, L-5653, L-5805, L-5909 L-5911, L-3286, L-3289, L-32911L-3291A, M-171, M-170A, M-191/M-170A, M-191 (VC) 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 BfDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt,fraudulent, collusive,or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice"means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice"means an intentional misrepresentation of facts made(a)to influence the bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels,or(c)to deprive City of the benefits of free and open competition. c. "collusive practice"means a scheme or arrangement between two or more Bidders,with or without the knowledge of City,a purpose of which is to establish Bid prices at artificial, non-competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 00 410000 43 1300 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook.xls 00 41 00 BID FORM Page 2 of 3 d. "coercive practice"means harming or threatening to harm, directly or indirectly, persons oe their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Sewer Bypass Pumping, 18-inches and smaller b. Sewer Bypass Pumping, 18-inches to 34-inches c. CCTV,24-inches and smaller d. Sewer e. Sewer CIPP, 12-inches and smaller f. Sewer Pipe Enlargement 24-inches and smaller g. Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 270 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work{and/or achievement of Milestones}within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder,Section 00 43 37 e. MWBE Forms(optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATfON DOCUMENTS Form Revised 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook.xls f 00 41 00 BID FORM Page 3 03 61. 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 andtor modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. Total Bid $ '�3,. 01a� ZGu Z (aid Submittal This Bid is submitted on�AUGUi T ,�'F B jir by the entity named below. Respectful) u fitted, Receipt is acknowledged of the followin Addenda: By: Addendum No. 1: (�Ignature Addendum No. 2: / Addendum No.3: -st V EN C. isqIAIQA i rdfJafir' Addendum Na. 4: (Printed Name) Title: 911 DEN T Company: ARK CIANT-MOTING SERVICES, LLC Corporate Seal: Address: AIRO:;&+d�1/1��'.hFf''PH I CSI SRO AO i 60�y F[ t+t?!$DJ4t�ll y 11IkM 110 State of Incorporation: ire. Email: lR&PA tKC4lWTRkG7T111469 RVFCES.COM Phone: END OF SECTION CITY OF FORT Vk ORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Farm Revised 20150821 00 41 00_00 43 1300 42 4300 43 37_00 4512_00 3513_Bid proposal Workbook xis eIDPROPOSAL SECTION 00 42 43 Paas r ofI PROPOSAI.FORM UNIT PRICE 810-CFW Contract 97-addm 43-Ark Contracting Bidder's Application Project Item Information bidder's Proposal Bidlist. S eci5rstion urot of Bid �,o Description P Unir Price Bid Value Section No. Measure Quantity 1 3331.210] 6"CIPP 33 31 12 LF B4O50 $45.00 $362 250.00 2 3331.2102 8"CiFP 3331 12 LF 135 $65.00 $8,775.00 3 3331.4115 8"Sewer Pipe 33 31 20 LF 130 $150.00 $19 500.00 4 3331.4215 15"Sewer Pipe 33 31 20 LF 180 $300.00 $54 000.00 5 3331.4305 21"Sewer Pipe 33 31 20 LF 325 $350.00 $113,750.00 6 333 L4317 24"Sewer Pipe 33 31 20 LF b0 $420.00 $25,200.00 7 33311102 6"to S"Pipe Enlargement 33 31 23 LF 3,420 $78.OD $266,760.00 ' a 3331.1105 12"to 15"Pipe Folar8--ut 33 31 23 LF 1,970 $150m $295,600.00 ' 9 3331.0102 6"Sewer Pipe,Point Repair for Sags 33 31 23 LF 450 $80,00 $36,000.00 I ]0 333 L0103 31 S"Sewer Pipe,Point Repair for Sags 33 3123 LF 250 $65.00 $21,250.00 11 3 .0!06 15"Server Pipe,Point Repair for Sags33 31 23 LF 150 $90.00 $13,500.00 I 12 0241.2104 10"Sewer AbandunmentPlug 0241 14 EA 2 $600.00 $1,200.00 ]3 0241.2201 Remove 4'Sewer Manhole 02 41 14 EA 35 $700,00 $24,500.00 14 32014 Concrete Pvrat Repair,Residential 32 01 29 SY 250 $125.00 $31,250,00 15 3213 0300611 4"Cone Sidewalk 213, 32 1320 SF 75 $20,00 $1 500.00 ]6 30400 5"Concrete llriveway 32 13 20 SY 100 $25,00 $2,500.00 11 17 3216.0101 6"Conc Curb and Gruner 32 16 13 LF 150 $80.00 $12,000.00 1 18 3217.3102 Raised Marker TY Y 32 17 23 EA 20 $6.00 $120.00 1 19 3217:3101 RaisedMarker TY W 32 1723 EA 20 $6.00 $120.00 20 3217.4307 Remove Raised Marker 321723 EA 40 $3.00 $120.00 21 3217.5001 Ctnb Address Painting 32 1725 EA 6 $50.001 $300.00 22 3321.0101 Manhole Vacuum Testing 33 01 30 EA 59 $2oao-o $11 E00.00 23 3301.4001 Pre-CY TV Inspection 33 0131 LF 16,905 $3.00 $50,715.00 24 3301.0002 III Inspection33 01 31 LF 16,905 $2.00 $33,870.00 25 3303.000] Bypass Pumping(M-191 Only) 330 10 LS 1 $47,500.00 $47,500.00 26 3305. 03 Exploratory P_xcnvatiotl of Existing Utilities 330 30 EA 35 $1,500.00 $52,560.00 27 3341 05.0202 Imported EmbedmentBackftll,CSS 330 10 CY 20 $80.00 $9,600:00 28 3305 O 109 Trench Safety 3305 14 LP 1,965 $2.00 $3,930A0 29 3345.0112 CDuorete Collar 3305 17 EA 53 $700.40 $37,100.00 30 3345.6110 Utility Markers 33 05 26 LS 1 $2,000.00 $2,000.00 31 3331.2201 Service Reconnection,CIPP 13331 12 EA 220 $300.00 $66,000.00 32 3331.1201 Service Reinslutement,Pipe Enlargement,including service 333123 Eine and 4"2-way cleanout EA 60 $1,200.00 $72,000.00 33 3331.33114" Scwcr Service,Open-cut,including 4"2-way cleanout 3331 50 EA 40 $1,000.00 $40,000.00 34 9999.OD00 4"Service Lateral CIPP lining,including 4"2-way cleanout 3331 12 EA 220 $2.200.001 $464,000,00 35 3339.0003 4'Fiberglass Manhole 333940 EA S $7,000.00 $56,000.00 M 3339.1008 4'Fiberglass Extra Depth Manhole 333940 VF 10 $20o.001 $2,000.00 37 3339.1001 4'Manhole . 33 39 10 EA 38 $7,600.00 $266,000.00 38 3339.1003 4'Extra Depth Manhole 123 39 20 VF 57 $150.00 $8,550.03339.10(439 3339.10(4 4'Shallow Manhole 33 39 20 EA 2 $5,000.00 S110000.00 44 3339.1005 4'Type A Manliole 33 39 20 EA 2 $8.000,001 $16,000.00 41 3339.1101 5'Manbole 33 39 20 EA 5 $10,000ml $50,000.00 42 3339.1103 Y Extra Depth Manhole 333920 VF 5 $3oo.001 $1,500.00 43 3395.0002 6"Water Line Lowering 3305 12 EA 1 $3,200.001 $3,200.00 44 13305.0003 8"Water Line lowering 3305 12 EA 7 $3.500.001 $24,500.00 45 13305.0005 12"Water Line-Lowering 33 05 12 EA 2 $3,800.001 $7,600.00 46 19999.0004 18"to 24"Storm Drain removal and replacement 99 99 DD LF 100 $200.001 $20,000.00 47 3305.0113 Trench Water Stop 33 05 IS EA 4 $1,000.00 $4,000.00 48 3339.0001 Epoxy Manhole Liner for inch SS Line(Spectrashield) 33 39 60 VF 158 $240.00 $37,920Ao 49 3339.0001 Epo%y Manhole Liner for 15-24 inch SS Line(Warren Enriro 1 (01] 33 39 60 VF 277 $320.ODI $88.640.00. SD 3471.0001 Traffic Control 34 71 00 MO 9 $2,500-20i $22.500.001 51 9999,0000 Fence Replacement NS LF 2p $90.00 $1,80D.o0 52 9999.0005 Construction Allowance(Pre bid) 99 99 00 LS t $100,000.00 $100,000,06 53 0171.0101 Construction Slaking 01 1723 LS 1 $9 OOO.DQ $9 000.06 ---54--10171.0101 AS-Buil(Red-Liao Survey 01 17 23 LS ] $4,000.00 $4,000.00 55 3125.0101 SWPPP>I Acre 312501 LS 1 $8,000.00 $8,000.04 56 13201.040D Temporary Asphalt Paving Repair(2"HMAC on 6"CTB) 3201 18 LF 200 $80.00 $16,000.00 57 320LO112 5'Wide Asphalt Pvmt Repair,Residential 3201 17 SY 154 $100.00 $15,000.00 58 9999.0007 Sewer Line grouting(M-191) 99 99 06 CY 50 $200.00 $10,000.00 59 3201.0201 Asphalt Pvmt Repair beyond Defined Width,Residential 3201 17 SY 500 $70.00 $35,000.00 Total Bid I $3,010,260.00 END OF SECTION CITY OFFORTwOgrn STANOAADCONSTRUCTION SPrCniCAPON DOCUMENTS Form Revised201]0120 Bid-CFW Comma 97-081618-addm 9341netxfsx Section 00 43 13 BID BOND Bid Bond Surety Department KNOW ALL MEN BY THESE PRESENTS, That we, Ark Contracting Services, LLC, as Principal, hereinafter called the Principal, and the Great American Insurance Company of New York, a Corporation created and existing under the laws of the State of New York, whose principal office is in Cincinnati, OH, as Surety, hereinafter called the Surety, are held and firmly bound unto the City of Fort Worth Texas, as Obligee, hereinafter called the Obligee, in the sum of Five Percent (5%) of the zreatest aa:nount,bid ($--------------), for the payment of which sum, well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. Whereas, the Principal has submitted a bid for Sanitary Sewer Rehabilitation Contract 97 T City Project No. 02973 NOW THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 16th day of Angus , 2018. Attest: Ark Contractin rvices, LLC (Princi l� By: By K- (SEAL) eve C. B man, President Witness: Great American Insurance Company of New York By Tracy Tuck , Attorney-in-Faet� -(SEAL) Form S-3266-4 Printed in U.S.A. 12-70 Y ; I GREAT AMERICAN INSURANCE GONIVANY OF NEW YORK New York Administrative Office:301 E 4TH STREET a CINCINNATI,OHIO 45202 m 593-369-5000 a FAX 613-723-2740 The number of persons authorized by this power of attorney is not more than FIVE No 0 14893 POWER OF ATTORNEY KNOWALL 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 TRACY TUCKER STEVEN TUCKER ALL OF ALL W.LAWRENCE BROWN BENNETT BROWN FORT WORTH, $100,000,000.00 KEVIN J.DUNN TEXAS 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 20TH day of FEBRUARY F 2017 Attest GREAT AMERICAN INSURANCE COMPANY OF NEW YORK yHP0A,47F _ {� �✓ SEAL � Assistant Secretary v's"r a!Senior ce Y DAVID C.KITCHIN(877-377-2405) STATE OF OHIO,COUNTY OF HAMILTON-ss: On this 20TH day of FEBRUARY 2017 ,before me personally appeared DAVID C.KITCHIN,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. 41 MYCM&"S"awsm 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 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. Signed and sealed this 16th day of August 2018 �ppvOAAT � - - S�EpL Assistant Seeretam y S1185L(05/l5) 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 6 of 8 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 rare Here..,)r BL--1ii' . our principal place of business, are required to be F;r s u ' percent lower than resident bruders by State Law. A copy of the statute is attached. Nonresident bidders in the State of S15ir: FIS or,8I-arik , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. BIDDER: ARK CONTRACTING SiERV110ES,LLCfay. S. % N eWMAN KEiN NEOALE,TEXAS 76060 _ Address Here Address Here or Space (Signature) City, State Zip Code Here Titfe: Title Here PRESIDENT ©ate: C� r END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATIOM DOCUMENTS Fami Revised 20110627 00 410000 4313_00 42 43_00 43 37_0046 1200 3513_Bid Proposal Workbook.xls 004511- 1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary.All contractors are required to be prequalified by the City prior to submitting 5 bids.To be eligible to bid the contractor must submit Section 00 45 12,Prequalification 6 Statement for the work type(s)listed with their Bid.Any contractor or subcontractor who is 7 not prequalified for the work type(s)listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 1 I financial analysis of the contractor. The information must be submitted seven(7)days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st clay of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application,the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements,if any 22 b. A certified copy of the firm's organizational documents(Corporate Charter,Articles 23 of Incorporation,Articles of Organization,Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/tax ep rmit/and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun&Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following; 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 0045 11 -2 BIDDERS PRF.QUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory,the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation,or limited liability company- 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1)express an unqualified opinion, or(2)express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital —current assets—current 26 liabilities)by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared,the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report,the notation of 37 "None"or"NIA"should be inserted. 38 (2) A minimum of five(5)references of related work must be provided, 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer,model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject,suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 0045 It-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 6 S END OF SECTION 9 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 r 004512.1 PREQUALIFICATION STATEMENT Page I of I 1 SECTION 00 45 12 2 PREQUALIFICATION STATEMENT 3 Each Bidder for a City procurement is required to complete the information below by 4 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the S major work type(s)listed. 6 Major Work Type Contractor/Subcontractor Company Prequalification Name Expiration Date Sewer Bypass Pumping,18- inches and smaller 11$ Sewer Bypass Pumping,18 inches-36 inches A R k CCN,24-inches and smaller ACr Sewer Cl PP,12-inches and smaller �� Sewer Cleaning,24-inches and smaller A Sewer Pipe Enlargement 24- inches and smaller kf'fcis yI Cosi+. X471/l Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square lZl� !9�IlGj yards) 7 9 The undersigned hereby certifies that the contractors and/or subcontractors described in 1.0 the table above are currently prequalified for the work types listed. 11 12 BIDDER: 13 14 A131C CABI]i V,&rTfNG SIEftVICES, LLC _ By: STEVWN C- 15 Company e e Pril6 17 d4 C pmpA Sig2); 18 Address 19 20 ICEK EDAMffZMS_76060_ Title: PRESIDENT 21 City/State/Zip (Please Print) 22 23 Date: 24 25 END OF SECTION 26 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 FORTWORTH SECTION 00 45 13 B 1 DDER PREQUAL IFICATION A PPLICATION Date of Balance Sheet Mark only one: Individual Limited Partnership Name under which you wish to qualify General Partnership Corporation Limited Liability Company Post Office Box City State Zip Code Street Address(required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: `BIDDER PREQUALIFICATION APPLICATION" CITY OF FORT WORTI i Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 004513-2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s)which are applicable—Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than$6,000,000.00 in annual gross receipts OR F] Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MANOR WORK CATEGORIES Water Department Augur Boring-24-inch diameter casing and less Augur Boring-Greater than 24-inch diameter casing and greater Tunneling—36-Inches---60 inches,and 350 LF or less Tunneling-36-Inches—60—inches, and greater than 350 LF Tunneling—66"and greater, 350 LF and greater Tunneling—66"and greater, 350 LF or Less Cathodic Protection Water Distribution,Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution,Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission,Urban/Renewal,24-inches and smaller Water Transmission,Development,42-inches and smaller Water Transmission,Urban/Renewal,42-inches and smaller Water Transmission,Development,All Sizes Water Transmission, Urban/Renewal,All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches—36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller CCTV, 42-inches and smaller CCTV, 48-inches and smaller CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 004513-3 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 I2-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less riSewer 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 Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 0045 13-4 BIDDER PREQUALIFICATION A PPL ICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names; 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b)As a Sub-Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so, where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual, name of owner and reason. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so,when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY 13. If any owner,officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee,please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child,or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 0045 13-6 BIDDER PRF.QUALIFICATION APPLICATION Page 6 of S CORPORATION BLOCK j PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general, Iimited,or registered limited liability partnership? Vice Presidents File No. (if Limited Partnership) General Partners/Officers Secretary Limited Partners(if applicable) Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Individuals authorized to sign for Partnership Officers or Managers(with titles, if any) Except for limited partners,the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals,please attach a certified copy of the corporate resolution, corporate minutes,partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ TOTAL BALANCE SHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various- TOTAL Similar types of equipment may be Jumped 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 Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 004513-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given, that this statement is for the express purpose of inducing the 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 Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,20 I2 i 044526-1 CONTRACTOR COMPLIANCE WITH WORKEWS COMPENSATION LAW I page t of I 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW s 3 Pursuant to Texas Labor Code Section 406.096(a), as amended,Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No.02739. Contractor fiuther certifies that,pursuant to Texas Labor Code, Section 6 406.096(b),as amended,it will provide to City its subcontractor's certificates of compliance with { 7 worker's compensation coverage. S r 9 CONTRACTOR: 10 11 ARKCONTFtACTING SERll1C By, _ 12 Company a Print) 13 14 420 2 DICK Pel-CE RAAn Signature: 15 Address 16 17 .-KENNEDALE, S 7FDeD _ Title: -- 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 BEFORE ME,the undersigned authority, on this day personally appeared 26 - -STEVEN C. BOWMAN known to me to be the person whose name is 27 subscribed to the foregoing instrument,and acknowledged to me that he/she executed the same as 28 the act and deed of-ARK CONTRACTING SIERVICE5,LLC for the purposes and 29 consideration therein expressed and in the capacity therein.stated. 30 31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this , 'J!day of 32 �-1,►G_�� 2498, 33 34 35 36 Notary ubli rn and for the State of Texas 37 38 END OF SECTION kSk1iS1/��� 39rRNA Sr EPHENS _. =Notary Pubflc,State of texts . Expires 02-07-20,"' . •,, oFi Natary ID I P6403,1,1.5 4! I 1 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 004540-1 Minority Business Enterprise Specifications Page 1 of 2 1 SECTION 00 45 40 2 Minority Business Enterprise Specifications 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is 5 applicable. 6 7 POLICY STATEMENT 8 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 9 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 10 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 11 12 MBE PROJECT GOALS 13 The City's MBE goal on this project is 25% of the total bid value of the contract (Base had applies to 14 Parks and Community Services). 15 16 Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror 17 must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. 18 19 COMPLIANCE TO BID SPECIFICATIONS 20 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 21 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 22 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 23 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or 24 3. Good Faith Effort documentation,or; 25 4. Prime Waiver documentation. 26 27 SUBMITTAL OF REQUIRED DOCUMENTATION 28 The applicable documents must be received by the Purchasing Division, within the following times 29 allocated, in order for the entire bid to be considered responsive to the specifications. The Qfiloror shall 30 deJivcl' Ilse MBE documelltatiorl in persalt to the-Ilppropriate eivployee o the purchasing division and 31 obtain 4 dateltlrrle racelpi. Such receipt dial l be;evidence that the City received the documentation in the 32 time allocated. A fi xed and/or emailed coley wlII not be accepted. 33 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. 4. 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 -contracting/supplier work: date. 34 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 S'T'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised June 9,2015 004540-2 Minority Business Enterprise Specifications Page 2 of 2 1 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. 2 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE 3 WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. 4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR 5 BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR 6 PERIOD WILL RESULT IN A DISQUALIFICATTON PERIOD OF THREE YEARS. 7 Any Questions,Please Contact The M/WBE Office at(817)212-2674. 8 END OF SECTION 9 10 11 CITY OF FORT WORTH sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised June 9,2015 00 52 43-1 Agreement Page I of 5 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on 1;. .e 1 R is made by and between the City of Forth 5 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 6 ("City"), and L R C. ~art t' 'L�r'�Q —YDS I i JC— , 7 authorized to do business in Texas, acting by-6d through its duly authorized representative, 8 ("Contractor"). 9 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 10 follows: 11 Article 1.WORK 12 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 13 Project identified herein. 14 Article 2.PROJECT 15 The project for which the Work under the Contract Documents may be the whole or only a part is 16 generally described as follows: 17 Sanitya Sewer Rehabilitation, Contract 97 18 City Project No. 02739 19 Article 3. CONTRACT PRICE 20 City agrees to pay Contractor for performance of the Work in accordance with the Contract 21 Documents an amount, in current funds, of Dollars 22 ($,154C40 tc,D .[7 ). 23 Article 4. CONTRACT TIME 24 4.1 Final Acceptance. 25 The Work will be complete for Final Acceptance within 270 days after the date when the 26 Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, 27 plus any extension thereof allowed in accordance with Article 12 of the General 28 Conditions. 29 4.2 Liquidated Damages 30 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 31 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 32 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 33 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 34 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 35 instead of requiring any such proof, Contractor agrees that as liquidated damages for 36 delay (but not as a penalty), Contractor shall pay City seven hundred- fty Dollars 37 ($750.00) for each day that expires after the time specified in Paragraph 4.1 for Final 38 Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised 11.15.17 005243-2 Agreement Page 2 of 5 39 Article 5.CONTRACT DOCUMENTS 40 5.1 CONTENTS: 41 A. The Contract Documents which comprise the entire agreement between City and 42 Contractor concerning the Work consist of the following: 43 1. This Agreement. 44 2. Attachments to this Agreement: 45 a. Bid Form 46 1) Proposal Form 47 2) Vendor Compliance to State Law Non-Resident Bidder 48 3) Prequalification Statement 49 4) State and Federal documents(project specific) 50 b. Current Prevailing Wage Rate Table 51 c. Insurance ACORD Form(s) 52 d. Payment Bond 53 e. Performance Bond 54 f. Maintenance Bond 55 g. Power of Attorney for the Bonds 56 h. Worker's Compensation Affidavit 57 i. MBE and/or SBE Utilization Form 58 3. General Conditions. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project's Contract Documents. 63 6, Drawings. 64 7. Addenda. 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued,become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 72 73 Article 6.INDEMNIFICATION 74 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 75 expense, the city, its officers, servants and employees, from and against any and all 76 claims arising out of, or alleged to arise out of, the work and services to be performed 77 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 78 under this contract. This indemnification provision is specifically intended tooperate 79 and be effective even if it is aIle ed or proven that all or some of the damages being 80 sought were caused,.in whole or in part, by any act,omission or negliience of the city. 81 This indemnity provision is intended to include, without limitation, indemnity for 82 costs, expenses and legal fees incurred by the city in defending against such claims and 83 causes of actions. 84 CITY OF FORT WORTH Sanitary Server Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised 11.15.17 005243-3 Agreement Page 3 of 5 85 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 86 the city,its officers,servants and employees,from and against any and all loss, damage 87 or destruction of property of the city,arising out of,or alleged to arise out of, the work 88 and services to be performed by the contractor, its officers, agents, employees, 89 subcontractors, licensees or invitees under this contract. This indemnification 90 provision is specificall, E+y ntended to operate and be effective even if it is alleged or 91 proven that all or some of the damages being sought were caused, in whole or in part. 92 by any act,omission or negligence of the city. 93 94 Article 7.MISCELLANEOUS 95 7.1 Terms. 96 Terms used in this Agreement which are defined in Article I of the General Conditions will 97 have the meanings indicated in the General Conditions. 98 7.2 Assignment of Contract. 99 This Agreement, including all of the Contract Documents may not be assigned by the 100 Contractor without the advanced express written consent of the City. 101 7.3 Successors and Assigns. 102 City and Contractor each binds itself, its partners, successors, assigns and legal 103 representatives to the other party hereto, in respect to all covenants, agreements and 104 obligations contained in the Contract Documents. 105 7.4 Severability. 106 Any provision or part of the Contract Documents held to be unconstitutional, void or 107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all I08 remaining provisions shall continue to be valid and binding upon CITY and 109 CONTRACTOR. 110 7.5 Governing Law and Venue. 111 This Agreement, including all of the Contract Documents is performable in the State of 11.2 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 113 Northern District of Texas,Fort Worth Division. 114 7.6 Authority to Sign. 115 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 116 than the duly authorized signatory of the Contractor. 117 118 7.7 Prohibition On Contracts With Companies Boycotting Israel. 119 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 120 Code, the City is prohibited from entering into a contract with a company for goods or 121 services unless the contract contains a written verification from the company that it: (1) 122 does not boycott Israel; and(2)will not boycott Israel during the term of the contract. CITY OF FORT WORTH Sanitary Server Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised 11.15.17 005243-4 Agrcement Page 4 of 5 123 The terms "boycott Israel" and"company" shall have the meanings ascribed to those terms 124 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 125 certifies that Contractor's signature provides written verification to the City that 126 Contractor: (1) does not boycott Israel; and(2) will not boycott Israel during the term of I27 the contract. 128 129 7.8 Immigration Nationality Act. 130 Contractor shall verify the identity and employment eligibility of its employees who 131 perform work under this Agreement, including completing the Employment Eligibility 132 Verification Form(1-9). Upon request by City,Contractor shall provide City with copies of 133 all I-9 forms and supporting eligibility documentation for each employee who performs 134 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 135 establish appropriate procedures and controls so that no services will be performed by any 136 Contractor employee who is not legally eligible to perform such services. 137 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 138 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 139 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 140 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 141 Contractor, shall have the right to immediately terminate this Agreement for violations of 142 this provision by Contractor. 143 144 7.9 No Third-Party Beneficiaries. 145 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 146 and there are no third-party beneficiaries. 147 148 7.10 No Cause of Action Against Engineer. 149 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 150 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 151 subcontractors, for any claim arising out of, in connection with, or resulting from the 152 engineering services performed. Only the City will be the beneficiary of any undertaking by 153 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 154 whether as on-site representatives or otherwise, do not make the Engineer or its personnel 155 in any way responsible for those duties that belong to the City and/or the City's construction 156 contractors or other entities, and do not relieve the construction contractors or any other 157 entity of their obligations, duties, and responsibilities, including, but not limited to, all 158 construction methods, means, techniques, sequences, and procedures necessary for 159 coordinating and completing all portions of the construction work in accordance with the 160 Contract Documents and any health or safety precautions required by such construction 161 work. The Engineer and its personnel have no authority to exercise any control over any 162 construction contractor or other entity or their employees in connection with their work or 163 any health or safety precautions. 164 165 SIGNATURE PAGE TO FOLLOW 166 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised 11.15.17 005243-5 Agreement Page 5 of 5 167 168 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be 169 effective as of the date subscribed by the City's designated Assistant City Manager ("Effective _ 170 Date"). 171 Contractor City of rth By: lay Chapa BY Assistant City Ma ager (Sig ture) Date s L--V eN C 6 v v,/A,4A✓ Attest: (Printed Name) City Se etary 4.,.. Title: P2 J/S i a Zr .-f (Seal) Address: M&C Hen s� Date:12� ZIR Form 1295 No. 2L71$-�1�JqOI City/State/Zip: Contract Compliance Manager: By signing, 1 acknowledge that I am the person responsible for the monitoring and Date administration ofthis contract, including ensuring all performance and reporting requirents. (NAME) (Title) Approved as to Form and Legality: $uMg1W. Black --7 Assistant City Attorney 172 173 APPROVAL RECOMMENDED: 174 175 ! (� 176 Christopher Harder,.P.E. 177 ACTING DIRECTOR, 178 Water Department 179 CITY OF FORT WORTH Sanitary Seu AMNAAC WARY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Crf!W d p Revised 11.15.17 i !1d! 1t Bond#CA2895049 0061 13-1 PERFORMANCE BOND Page I of 2 1 SECTION 00 6113 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Ark Contractin Sg ervices,LLC _ known as 8 "Principal"herein and Great American Insurance Company of New York,a corporate 9 surety(sureties,if more than one)duly authorized to do business in the State of Texas,known as I0 "Surety"herein(whether one or more), are held and firmly bound unto the City of Fort Worth,a 11 municipal corporation created pursuant to the laws of Texas,known as"City"herein, in the penal Three million ten thousand two hundred sixty 12 sum of, and no/100---------------------------------------- Dollars 13 ($ 3,010,260.00 ), lawful money of the United States,to be paid in Fort Worth, 14 Tarrant County,Texas for the payment of which sum well and truly to be made,we bind 15 ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally, 16 firmly by these presents. 17 WHEREAS,the Principal has entered into a certain written contract with the City 18 awarded the-A_day of ,20JP5 which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein,to furnish all materials,equipment 20 labor and other accessories defined by law,in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as Sanitary Sewer Rehabilitation Contract 97, 22 City Project Number:02739. 23 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work,including Change Orders,under the Contract,according to the plans, 26 specifications, and contract documents therein referred to,and as well during any period of 27 extension of the Contract that may be granted on the part of the City,then this obligation shall be 28 and become null and void,otherwise to remain in full force and effect. 29 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 30 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 31 Worth Division. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 006113-2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code,as amended,and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the day of 620-m-, 7 PRINCIPAL: 8 Ark Contra9fing Se es,LLC 9 10 11 BY: 12 ignature 13 AT ST: 14 15 Steven C.Bowman President 16 ri tip ecreta Name and Title W4 17 18 Address: 420 S Dick Price Road 19 Kennedale TX 76060 20 �J 21 /. _.____........r �GG 22 Witness as to Principal 23 SURETY: 24 Great American In . ante Company 25 of NeV r'rk _ 26 27 BY: �� 28QSi9cker, ature 29 30 Steven Attorney-in-Fact 31 Name and Title A 32 33 Address: 685 John B Sias Memorial Pkwy#215 34 FLWorth,TX 76134 _ 35 36 AWMd"-P�Aa&5 37 Witness as to Surety Telephone Number: 8171336-8520 38 39 40 41 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. 45 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 Bond#CA 2895049 0061 14-1 PAYMENT BOND Page 1 of 2 1 SECTION 00 6114 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Ark Contracting Services,LLC known as 8 "Principal" herein, and Great American Insurance Companir of New York , a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 10 "Surety"herein(whether one or more), are held and firmly bound unto the City of Fort Worth, a 1 t municipal corporation created pursuant to the laws of the State of Texas,known as"City"herein, Three million ten thousand two hundred sixty and 12 in the penal sum of and no/100------------------------------------------- Dollars 13 ($ 3,010,260.00. ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas,for the payment of which sum well and truly be made, we bind ourselves, 15 our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these 16 presents: 17 WHEREAS,Principal has entered into a certain written Contract with City,awarded the 18 4 day of he'CX1 � ,ZO which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein,to furnish all materials,equipment, 20 labor and other accessories as defined by law,in the prosecution of the Work as provided for in 21 said Contract and designated as as Sanitary Sewer Rehabilitation Contract 97,City Project 22 Number: 02739. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended)in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. 31 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 006114-2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the _ day of 3 1, 20 4 PRINCIPAL: Ark Contracting Services, C ATTEST: BY: Igo Steven C.Bowman,President I(Pr #1)Sccre&tary Name and Title Address: 420 S Dick Price Road Kennedale,TX 76060 Witness as to Principal SURETY: Great American Insurance Company of New Y ATTEST, BY: 141 , Si oat e Steven'fucker,Attorne -in-Fact (Surety)Secretary Name and Title Address: 685 John B Sias Memorial Pkwy#215 Ft Worth,TX 76134 Witness as to Surety Telephone Number: 8171336-8520 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different from its mailing address,both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. I I END OF SECTION 12 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 1 Bond#CA2895049 006119-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 6119 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Ark Contracting Services,LLC ,known as 9 "Principal"herein and Great American Insurance Company of New York-,a corporate surety 10 (sureties,if more than one)duly authorized to do business in the State of Texas,known as 11 "Surety"herein(whether one or more), are held and firmly bound unto the City of Fort Worth,a 12 municipal corporation created pursuant to the laws of the State of Texas,known as"City"herein, Three million ten thousand two hundred sixty 13 in the sum of and no 100-------------------------------------- Dollars 14 ($ 3,010,260.00. ),lawful money of the United States,to be paid in Fort Worth, 15 Tarrant County,Texas,for payment of which sum well and truly be made unto the City and its 16 successors,we bind ourselves, our heirs,executors,administrators,successors and assigns,jointly 17 and severally, firmly by these presents. 18 19 WHEREAS,the Principal has entered into a certain written contract with the City awarded 20 the_ _day of 2019 which Contract is hereby 21 referred to and a made part hereof for all purposes as if fully set forth herein,to furnish all 22 materials,equipment labor and other accessories as defined by law,in the prosecution of the 23 Work,including any Work resulting from a duly authorized Change Order(collectively herein, 24 the"Work")as provided for in said contract and designated as Sanitary Sewer Rehabilitation 25 Contract 97,City Project Number:02739;and 26 27 WHEREAS,Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans,specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two(2)years 30 after the date of Final Acceptance of the Work by the City("Maintenance Period");and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need therefor at any time within the Maintenance 34 Period. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'T'S City Project No.02739 Revised July 1,2011 0061 19-2 MAINTENANCE BOND Page 2 of 3 1 2 NOW THEREFORE,the condition of this obligation is such that if Principal shall 3 remedy any defective Work,for which timely notice Was provided by City,to a completion 4 satisfactory to the City,then this obligation shall become null and void;otherwise to remain in 5 full force and effect. 6 7 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely 8 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 10 the Surety under this Maintenance bond;and 11 12 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 13 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Fort 14 Worth Division; and 15 16 PROVIDED FUR'T'HER,that this obligation shall be continuous in nature and 17 successive recoveries may be had hereon for successive breaches. 18 19 20 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 0061 19-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the_ day of 3 laer 20«-1 4 5 PRINCIPAL: 6 Ark Contractin Servic , C 7 8 9 BY: 10 tore 11 ST: 12 13 Steven C.Bowman,President 14 (Pri cip ecretary Name and Title 15 16 Address: 420 S Dick Price Road 17 _..Khunedale.TX 76060 �~ 18 19 20 Witness as to Principal 21 SURETY: 22 Great American lwvrance Company of 23 N.ewr 24 25 BY: 26 Si atu 27 28 Steven Tucker,Attorney-in-Fact 29 ATTEST: Name and Title 30 31 Address: 685 Jahn B Sias Memorial Pkwy#215 32 (Sure )Secretary Ft Worth,TX 76134 33 34 XP� 35 Witness as to Surety Telephone Number: 8171336-8520 36 37 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 GREAT AMERICAN INSURANCE COMPANY OF NEVA! YORK New York Administrative Office:301 E 4TH STREET m CINCINNATI,OHIO 45202 o 513.369-5000 a FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than SIX No.0 14893 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 TRACY TUCKER STEVEN TUCKER ALL OF ALL W.LAWRENCE BROWN BENNETT BROWN FORT WORTH, $100,000,000.00 KEVIN J. DUNN ROBERTA ERB TEXAS 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 13TH day of MARCH , 2018 Attest GREAT AMERICAN INSURANCE COMPANY OF NEW YORK. 310&4&4 �• • SEAL Assistant Secrermy Divrsrmra!Senior ice Presideiet DAVID C.KITCHIN(877.377-2405) STATE OF OHIO,COUNTY OF HAMILTON-ss: On this 13TH day of MARCH 2018 ,before me personally appeared DAVID C.KITCHIN,tome 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. Air GoArniaton�a OEt a..4- 66 1zg,csa9'� 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 eithergiven 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. Signed and sealed this ` day of r 2D , � h "V� 1= C Assistant Secmraiy 31185L(06116) Great American Insurance Company of New York GREATEC�r 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 78714-9104 FAX: 1-512-475-1771 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(3111) DATE(MalfOD1YYYY) CERTIFICATE OF LIABILITY INSURANCE 12/5/z018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must he endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER UUNIAUI Cindy Soule NAME: Tucker Agency, Ltd. PHONE (817)336-8520 FAX No: P 0 Box 2285 E-MAIL ADDRESS: cindys@tuckeragency.com INSURERS AFFORDING COVERAGE MAIC# Ft. Worth TX 76113 INSURERA:The Phoenix Insurance Co. INSURED INSURER B;Travelers Ind Cc of CT Ark Contracting Services LLC INSURER C:Travelers Cas & Surety Co of Am 420 S. Dick Price Road INSURER D: INSURER E: Kennedale TX 76060 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW NAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR ADOL SUBR POLICY NUMBER MMIDWYYYY MM DOLICY EFF IDYEXP IYYYY LIMITS TYPE OF INSURANCE X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE FixI OCCUR DA A ET RENTED 300,000 PREMISES Ea occurrence $ C05547C309 9/1/2018 9/1/2019 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GFN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY JE° LOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER: Employee Benefits $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident A X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BA7444C349 9/1/2018 9/1/2019 BODILY INJURY(Per accident) S AUTOS AUTOS X HIREPAUTOS X NON-OWNED PROPERTYDAMAGE $ AUTOS Per accident X UMBRELLA LIAB OCCUR EACH OCCURRENCE_ $ 5,000,000 $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ 5,800,000 bEb I I RETENTION$ CUP-54601387A 9/1/2018 9/1/2019 $ WORKERS COMPENSATIONX PER OTH- AND EMPLOYERS'LIABILITY YIN TAT�I,TE ER ANY PROPRIETORIPARTNERIEXECUTIVEE .EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? � N f A .L C (Mandatory In NH) UB762G4423 9/1/2018 9/1/2019 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OFF OPERATIONS 1 LOCATIONS f VEHICLES{ 101,Additional Remarks Schedule,may be attached If more space Is required) Project No. 02739 Sanitary Sewer Rehabilitation, Contract 97 Certificate holder and Kennedy/Jenks Consultants, Inc. are additional insured on a primary and non-contributory basis where xequired by written contract. Waiver of subrogation applies where required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Fort Worth THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 200 Texas Street ACCORDANCE WITH THE POLICY PROVISIONS. Fort Worth, TX 76102 AUTHORIZED REPRESENTATIVE Tracy Tucker/CINDY ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(201401) STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnwy 2,2016 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..................................................................................................................................644 Article2—Preliminary Matters.........................................................................................................................7## 2.01 Copies of Documents....................................................................................................................74 2.02 Commencement of Contract Time;Notice to Proceed................................................................74# 2.03 Starting the Work..........................................................................................................................81# 2.04 Before Starting Construction........................................................................................................841# 2.05 Preconstruction Conference..........................................................................................................8#1 2.06 Public Meeting..............................................................................................................................84# 2.07 Initial Acceptance of Schedules....................................................................................................8## Article 3—Contract Documents: Intent,Amending,Reuse............................................................................81# 3.01Intent................................................. 1-1-111111111—............................................................. 8* 3.02 Reference Standards.................................................................4...4.0..............................................949 3.03 Reporting and Resolving Discrepancies.......................................................................................9## 3.04 Amending and Supplementing Contract Documents.................................................................10#11 3.05 Reuse of Documents...........................................................0.....4.4.0.............................................104# 3.06 Electronic Data............................................................................................................................11* Article 4—Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points..........................................................4.00.............................................1144 4.01 Availability of Lands...................................................................................4...0..........................I I I# 4.02 Subsurface and Physical Conditions .................................0........................................................ 124# 4.03 Differing Subsurface or Physical Conditions.........................0000................................................1244# 4.04 Underground Facilities ............................................................................4..................................134# 4.05 Reference Points .........................................................................................................................144# 4.06 Hazardous Environmental Condition at Site...............................4..........4...................................144# Article 5 —Bonds and Insurance .....................................................................................................................16## 5.01 Licensed Sureties and Insurers...................................................................................................164# 5.02 Performance, Payment, and Maintenance Bonds............00..................................................4......164# 5.03 Certificates of Insurance.......................................................0000..................................................164# 5.04 Contractor's Insurance................................................................................................................18## 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................194# Article 6—Contractor's ResponsibiIities............................................................4...........................................194# 6.01 Supervision and Superintendence.................................. 19#1 ............................................................. CITY OF FORT WORTH STANDARDCONSTRUC"rioN SPECIFICATION DOCUMENTS Revision:Febnay 2,2016 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 UtiIities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes ...........................................................................................................................................28 6.12 Use of Site and Other Areas .......................................................................................................28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs .............................................................................................30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work...................................................................................................................32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnificativn.........................................................................................................................33 6.22 Delegation of Professional Design Services ..............................................................................34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 Article7-Other Work at the Site........................................................................................-,..........................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article8-City's Responsibilities...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................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.................. Article 9-City's Observation Status During Construction...........................................................................37 9.01 City's Project Manager ............................................................................................................37 9.02 Visits to Site................................................................................................................................37 9.03 Authorized Variations in Work..................................................................................................38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnkuy2,2016 Article 10-Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work ...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 11 -Cost of the Work;Allowances;Unit Price Work; Plans Quantity Measurement......................41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity.Measurement......................................................................................................45 Article 12-Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13-Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title...................................................................................................54 14.04 Partial Utilization........... ........................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release........................................................56 14.09 Waiver of Claims........................................................................................................................57 Article 15 -Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article16 Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnrmy 2,2016 Article17—Miscellaneous..............................................................................................................................62 17.01 Giving Notice..............................................................................................................................62 I7.02 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;Febnwy2,2016 007200-1 GENERAL CONDITIONS Page I of 63 ARTICLE I –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. S. Award–Authorization by the City Council for the City to enter into an Agreement. 6. Bid The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including a]I 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. Buzzsaw–City's on-line, electronic document management and collaboration system. 12. Calendar Day–A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fcbnwy2,2016 007200-1 GENERAL CONDITIONS Page 2 of 63 13. 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. 14. 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. 15. City Attorney– The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager – The officially appointed and authorized City Manager of the City of Fort Worth,Texas, or his duly authorized representative. 18. 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. 19. 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. 20. 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. 21. 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). 22. 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. 23. Contractor—The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnkuy 2,2016 007200-1 GENERAL CONDITIONS Page 3 of 63 25. Damage Claims A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day—A day, unless otherwise defined, shall mean a Calendar Day. 27. 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. 28. 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. 29. 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. 30. 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. 31. Director of Water Department— The officially appointed Director of the Water Department of the City of Fort Worth,Texas, or his duly appointed representative, assistant, or agents. 32. 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. 33. 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. 34. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. 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. 36.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. 37. 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. Crry OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMrNTS Revision:Febnimy 2,2016 007200-1 GENERAL CONDITIONS Page 4 of 63 38. 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. 39. General Requirements Sections of Division I of the Contract Documents. 40. 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. 41. 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. 42. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. 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. 45. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. 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. 47. 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. 48. PCBs Polychlorinated biphenyls. 49. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 50. Plans–See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoiy2,2016 007200-1 GENERAL CONDITIONS Page 5 of 63 51. 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. 52. Project—The Work to be performed under the Contract Documents. 53. Project Manager The authorized representative of the City who will be assigned to the Site. 54. 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. 55. 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. 56. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday(excluding legal holidays). 57. 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. 58. 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. 59. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. 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 casements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. 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 apart 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. 62. 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:February 2,2016 007200-1 GENERAL CONDITIONS Page 6 of 63 63. 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. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent— The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities—AlI underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water,wastewater, storm water,other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours— Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or .Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction,all as required by the Contract Documents. 72. Working Day—A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m, and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.023 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 FORTWORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febrt y2,2016 007200-1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning -whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents;or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2—PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time;Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary 2,2016 00 72 00-1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3—CONTRACT DOCUMENTS: INTENT,AMENDING,REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FeUnrary2,2016 007200-1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids),except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors,consultants, agents, or employees, from those set forth in the Contract Documents.No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law.or Regulation , (b) any standard, specification, manual, or code, or(c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY Or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February 2,2016 007200-1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: I. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification,manual, or the instruction of any Supplier(whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized,by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C);or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febusy2,2016 00 72 00-1 GENERAL CONDITIONS Page I I 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 Buzzsaw site. Piles in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies,the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted,and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FcNiixy 2,2016 00 72 00-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized.• Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members,partners,employees, agents, consultants, or subcontractors with respect to: I. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions,or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febrmy2,2016 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 6.1'7.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:Febuaty 2,2016 007200-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawvings: 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:Febnmiy2,2016 007200-1 GENERAL CONDITIONS Page 15 o f 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data., interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers,or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action,if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entily 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 WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision;Febnoy2,2016 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5—BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured)which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities reamed in the Supplementary Conditions as"Additional Insured"on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebRay2,2016 00 72 00-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property& Casualty Guide 4, The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required,written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fehnmy2,2016 00 72 00-1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups,must also be approved by City. 11. Any deductible in excess of$5,000.00, for any policy that does not provide coverage on a first-dollar basis,must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1, claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2, claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations,personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febn mry2,2016 00 72 00-I GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5,05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods,techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 00 72 00-1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication)to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up,and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests)as to the source,kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fehnnry2,2016 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. I. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength,and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnory 2,2016 007200-1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at Ieast equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febamy2,2016 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.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an"or-equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by there from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6,05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal"at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuvy2,2016 007200-1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions:No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract,unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance(as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision;Febnmy2,2016 007200-1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity;nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference 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 FORM WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:February2,2016 007200-1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected .worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th 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 them 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:Febnmry2,2016 00 72 00-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design,process,product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified-in 6.09.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, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febntafy2,2016 007200-1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: L Comptroller of Public Accounts Sales Tax Division Capitol Station Austin,TX 78711; or 2. htt ://www.window.state.tx.us/taxinfo/taxforms/93-forms.fitml 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: I. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work,the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmaiy2,2016 007200-1 GE=NERAL 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 clears-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:Febn niy2,2016 007200-1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal,relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal,relocation,and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work,or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safely 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:Pebnoy2,2016 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. I. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier,pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18,C. CITY OF FORT WORT[I srANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnkuy2,2016 007200-1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the'Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents)or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Februmy2,2016 007200-1 GENERAL CONDITIONS Page 33 of 63 2, normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute.None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection,test,or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against.any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED _T OPERATE AND BE EFFECLIVE EVEN W-n IS ALLEGED OR PROVEN THAT ALL OR E QE THL DAMAGESWERE-CAUSE E R I 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 INDEMNIFICATI()NI CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnra y2,2016 007200-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTEND— ALLEGED NTE DALLEGED DR-PROVEN THAT LL OR SOMF THLDAMA(iE F,iNG SOUGHT WERE CAUSED, IN WHOLF OR 1N PAR ' BY ANY _A`GT. OMISSION OR 1_YEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provisioin 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:Fehnruy2,2016 007200-1 GENERAL CONDITIONS Page 35 ai'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 V1, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7—OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work;and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fe6nay 2,201 b 007200-1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site,the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8—CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements,Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPF,CIFICATION DOCUMENTS Revision:Febnmy2,2016 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 Safely 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 Robert Sauceda. p.E , or his/her successor pursuant to written notification from the Director of Water Department. 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 STANDARDCONsmucTION SPECIFICATION DOCUMENTS Revision:Febnkvy2,2016 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 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10—CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fehniary2,2016 CO 7200-1 GENERAL CON DIT]ONS Pago 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09,or(iii)agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS Revision:Fcbnny2,2016 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no Iater 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 CIaim 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:Febnay2,2016 00 72 00-1 GENERAL.CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11 —COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph i 1.01.B, and shall include but not be limited to the following items: I. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55%markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniaty2,2016 00 72 00-1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City,who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifcaIly related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph. 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel,and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FeNwry2,2016 007200-1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0LA.1 or specifically covered by Paragraph 11.0 I.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied,and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.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 FOR'['WORTH STANDARD CONS,rRUCTION SPECIFICATION DOCUMENTS Revision:Febnuy 2,2016 007200-1 GENERAL CONDITIONS Page 44 pf 63 a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmwy2,2016 007200-1 GENERAL CONDITIONS Page 45 oF63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b, a Major Item of work varies by more than 25%from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. PIans 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 S PFCIFICATION DOCUMENTS Revision:Febnkuy2,2016 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 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit(determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, I1.0l.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 11.0I.A.5,the Contractor's fee shall be five percent(51/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 12.01.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnkiy2,2016 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.I and I1.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febrnay2,2016 007200-1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections,which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible,with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmty2,2016 007200-1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor,material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing,observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection,testing,replacement,and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform. the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnwy2,2016 00 72 00-1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, Iosses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any,on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas trade available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others)will be paid by Contractor. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Pebnmy2,2016 007200-1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of,the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven(7)days written notice to Contractor, correct,or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnaaiy2,2016 007200-1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Pebnoy2,2016 007200-1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules,that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents;or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b, discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision;Febru ry2,2016 007200-1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final-Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within t0 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuy2,2016 007200-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied(except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any,to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments 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, Iess previous payments made and any sum City is entitled, including but not limited to liquidated damages,will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY Of PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 007200-1 CENFRAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15—SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should-it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time,directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CrrY OF FORT WORTH STANDARD CONSTRUCTION-SPECIFICATION DOCUMENTS Revision:February 2,2016 007200-1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation,may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents {including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature,the correction of which has been directed in writing by the City;or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnwry 2,2016 007200-1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere,and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02,the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnory2,2016 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination;and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnaery2,2016 007200-1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City,any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for(without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work,plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work,the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16—DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and bidding 30 days after termination of the mediation unless,within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnxry 2,2016 007200-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17—MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended;or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmm y 2,2016 007200-1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnraty 2,2016 007300- 1 SUPPLEMENTARY CONDITIONS Page 1 of 5 I SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions I I of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions,unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2,"Resolving Discrepancies" 24 25 Plans govern over Specifications. 26 27 SC-4.01A 28 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 33 SC-4.01A.1.,"Availability of Lands" 34 35 Contractor shall prepare Temporary Rights Of Entry(TROE),utilizing the provided template for work 36 on/in or near private property.Contractor shall be familiar with the terms and conditions set forth in TROE 37 and construction easement documents.Ingress and egress is allowed on private property in order to access 38 temporary construction easements.In areas where no construction easements are available or obtainable the 39 contractor shall limit activities to within the existing utility easement. 4I 42 SC-4.01A.2,"Availability of Lands" 43 44 Utilities or obstructions to be removed,adjusted,and/or relocated 45 46 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated 47 as of 22 June 2018. 48 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None CITY OF FORT wORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised January 22,2016 007300-2 SUPPL.EmrNTARY CONDITIONS Page 2 of 5 1 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed, 2 and do not bind the City. 3 4 SC-4.02A.,"Subsurface and Physical Conditions" 5 6 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 7 8 None 9 10 The following are drawings of physical conditions in or relating to existing surface and subsurface 11 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 12 13 None 14 15 SC-4.06A.,"Hazardous Environmental Conditions at Site" 16 17 The following are reports and drawings of existing hazardous environmental conditions known to the City: 18 19 None 20 21 SC-5.03A.,"Certificates of Insurance" 22 23 The entities listed below are"additional insureds as their interest may appear" including their respective 24 officers,directors,agents and employees. 25 26 (1) City 27 (2) Consultant:Kennedy/Jenks Consultants,Inc 28 (3) Other: 29 30 SC-5.04A.,"Contractor's Insurance" 31 32 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 33 coverages for not less than the following amounts or greater where required by laws and regulations: 34 35 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 36 37 Statutory limits 38 Employer's liability 39 $100,000 each accident/occurrence 40 $100,000 Disease-each employee 41 $500,000 Disease-policy limit 42 43 SC-5.04B.,"Contractor's Insurance" 44 45 5.04B.Commercial General Liability,under Paragraph GC-5.0413.Contractor's Liability insurance 46 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 47 minimum limits of; 48 49 $1,000,000 each occurrence 50 $2,000,000 aggregate limit 51 52 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the 53 General Aggregate Limits apply separately to each job site. 54 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised January 22,2016 007300-3 SUPPLEMENTARY CONDI,riONS Page 3 of 5 1 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. 2 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 3 4 SC 5.04C.,"Contractor's Insurance" 5 5.04C. Automobile Liability,under Paragraph GC-5.04C,Contractor's Liability Insurance under 6 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 7 8 (1) Automobile Liability-a commercial business policy shall provide coverage on "Any Auto", 9 defined as autos owned,hired and non-owned. 10 11 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 12 least: 13 14 $250,000 Bodily Injury per person/ 15 $500,000 Bodily Injury per accident/ 16 $100,000 Property Damage 17 18 SC-5.04D.,"Contractor's Insurance" 19 20 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and 21 material deliveries to cross railroad properties and tracks: None. 22 23 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 24 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 25 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 26 Entry Agreement"with the particular railroad company or companies involved,and to this end the 27 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 28 the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate 29 to the Contractor's use of private and/or construction access roads crossing said railroad company's 30 properties. 31 32 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 33 coverage for not less than the following amounts,issued by companies satisfactory to the City and to the 34 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 35 occupy,or touch railroad property: 36 37 (1) General Aggregate: $ 38 39 (2) Each Occurrence: $ 40 41 Required for this Contract X Not required for this Contract 42 43 44 With respect to the above outlined insurance requirements,the following shall govern: 45 46 1. Where a single railroad company is involved,the Contractor shall provide one insurance policy in 47 the name of the railroad company. However, if more than one grade separation or at-grade 48 crossing is affected by the Project at entirely separate locations on the line or lines of the same 49 railroad company,separate coverage may be required,each in the amount stated above. 50 51 2. Where more than one railroad company is operating on the same right-of-way or where several 52 railroad companies are involved and operated on their own separate rights-of-way, the Contractor 53 may be required to provide separate insurance policies in the name of each railroad company. 54 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised January 22,2016 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 5 1 3. If, in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a 2 railroad company's rigbt-of-way at a location entirely separate from the grade separation or at- a grade crossing,insurance coverage for this work must be included in the policy covering the grade 4 separation. 5 6 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 7 way, all such other work may be covered in a single policy for that railroad,even though the work 8 may be at two or more separate locations. 9 10 No work or activities on a railroad company's property to be performed by the Contractor shall be 11 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 12 for each railroad company named,as required above. All such insurance must be approved by the City and 13 each affected Railroad Company prior to the Contractor's beginning work. 14 15 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 16 has been completed and the grade crossing,if any, is no longer used by the Contractor. In addition, 17 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 18 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the I9 railroad company operating over tracks involved in the Project. 20 21 SC-6.04.,"Project Schedule" 22 23 Project schedule shall be tier 3 for the project. 24 25 SC-6.07.,"Wage Rates" 26 27 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 28 Appendixes: 29 30 2013 Prevailing Wage Rates(Heavy and Highway Construction Projects 31 32 SC-6.09.,"Permits and Utilities" 33 34 SC-6.09A.,"Contractor obtained permits and licenses" 35 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 36 None. 37 38 SC-6.09B."City obtained permits and licenses" 39 The following are known permits and/or licenses required by the Contract to be acquired by the City: 40 None. 41 42 SC-6.09C."Outstanding permits and licenses" 43 44 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of 22 June 45 2018: 46 47 Outstanding Permits and/or Licenses to He Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 48 49 SC-7.02.,"Coordination" 50 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project:No.02739 Revised January 22,2016 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 1 The individuals or entities listed below have contracts with the City for the performance of other work at 2 the Site: 3 Vendor Scope of Work Coordination Authority None 4 5 SC-8.01,"Communications to Contractor" 6 7 NIA 8 9 SC-9.01.,"City's Project Manager" 10 I I The City's Project Manager for this Contract is Robert Sauceda,P.E.,or his/her successor pursuant to 12 written notification from the Director of Water Department. 13 14 SC-13.03C.,"Tests and Inspections" 15 16 None 17 18 SC-16.01C.1,"Methods and Procedures" 19 20 None. 21 22 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative"wording changed to City's Project Manager. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'T'S City Project No.02739 Revised January 22,2016 oI a no-I SUMMARY OF WORK Page I of 3 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0-Bidding Requirements, Contract Forms,and Conditions of the Contract 11 2. Division I -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment I4 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor,materials,and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project,such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list,then the item shall 27 be considered as a subsidiary item of Work,the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys,or other public places 34 or other rights-of-way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools,materials, and equipment for construction 37 purposes may be stored in such space,but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 01 1100-2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks,the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery,plants, 18 lawns,fences,culverts,curbing, and all other types of structures or improvements, 19 to all water, sewer,and gas lines,to all conduits, overhead pole lines,or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company,individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act,omission,neglect, or misconduct in the manner or method or 31 execution of the Work,or at any time due to defective work,material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal,temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2042 011100-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 012500-1 SUBSTITUTION PROCEDURES Page 1 oF4 I SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor I1 c. Trade name 12 d. Catalog number 13 2. Substitutions are not"or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include,but are not necessarily limited to: 17 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 --General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution-General 26 1. Within 30 days after award of Contract(unless noted otherwise),the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors,trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names,or catalog numbers, provided said products are "or-equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the foIIowing conditions: 38 a. Or-equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements,or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 LS SUBMITTALS 3 A. See Request for Substitution Form(attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule,when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 l) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturrer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily Iimited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 C. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern. 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved,the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 012500-3 SUBSTITUTION PROCEDURES Pago 3 of 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if- 3 f3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product,the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product,and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work,to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2- PRODUCTS [NOT USED] 28 PART 3- EXECUTION [NOT USED] 29 END OF SECTION 30 Revision Log DATE NAME SUMMARY OF CHANGE 31 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 012500-4 SUBSTITUTION PROCEDURES Page 4 or4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 I I Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better(explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm Not recommended _Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORTWORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 01 31 19- l PRECONSTRUCTION MEETING Page l of 3 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor,subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded,tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B, Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting,prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,02739 Revised August 17,2012 01 31 19-2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section O1 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project I1 c. Status of right-of-way,utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site better for Waste Material 20 1. Insurance Renewals 21 in. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre-Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 J. Questions or Comments CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised August 17,2012 01 31 19-3 PRECONSTRUCTION MEETING Page 3 o f 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised August 17,2012 0131 20- 1 PROJECT MEETINGS Page 1 of 3 1 SECTION 01 31 20 2 PROJECT MEETINGS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 13 2. Division 1 —General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified,periodic progress meetings,and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded,tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section,may be held when requested 29 by the City,Engineer or Contractor. 30 B. Pre-Construction Neighborhood Meeting 31 1. After the execution of the Agreement,but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 01 31 20-2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general, the neighborhood meeting will occur within the 2 weeks following 5 the pre-construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 11 needed basis. Such additional meetings shall include,but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings,prepare the notes of 18 the Meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 £ Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations,problems, conflicts 32 c. Items which impede construction schedule 33 d. Review of off-site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 013120-3 PROJECT MEETINGS Page 3 of 3 i 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative, 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor S 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3- EXECUTION [NOT USED] 21 END OF SECTION 22 Revision Log DATE NAME SUMMARY OF CHANGE 23 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July I,2011 013216- 1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation,submittal,updating,status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Port Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 11.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. I9 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 -No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2-No schedule submittal required by contract,but wiII require some 25 milestone dates. Small,brief duration projects 26 c. Tier 3- Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 proj ects 29 d. Tier 4-Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5- Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule- Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule-Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 0132 16-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative-Concise narrative of the schedule including schedule 2 changes, expected delays,key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost-loaded baseline Schedule using approved software and the 9 Critical Path Method(CPM)as required in the City of Fort Worth Schedule 10 Guidance Document. I 1 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative(Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 2t a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City,make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining; 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day,working 37 days per week,the amount of construction equipment,or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities,and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City,the City may direct the Contractor to increase the level of effort in 43 manpower(trades),equipment and work schedule(overtime,weekend and holiday 44 work, etc.)to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 013216-3 CONSTRUCTION PROGRESS SCIIEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will,after receipt of such justification and supporting 9 evidence,make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled,the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which,according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions, weather, 27 technical difficulties, strikes,unavoidable delays on the part of the City or its 28 representatives, and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions,the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work,in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates,and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time,will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts,the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes I I in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors,the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases,the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera(P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document, 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City,no further progress schedules are required. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 01 32 16-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3- EXECUTION[NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 01 32 33-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2- PRODUCTS [NOT USED] CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July I,2011 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 I PART 3- EXECUTION [NOT USED] 2 END OF SECTION 3 Revision Log DATE NAME SUMMARY OF CHANGE 4 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised duly 1,2011 01 3300-1 SUBMIT]'ALS Page 1 of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data(including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 16 2. Division I —.General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing,at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare,prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections,of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including,but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 01 3300-2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 0 1-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter,A-Z,indicating the resubmission of the same drawing(i.e. 11 A=2nd submission, B=3rd submission,C=4th submission,etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission(second resubmission)of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples,including those by 22 subcontractors,prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing,sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) `By this submittal,I hereby represent that I have determined and verified 33 field measurements,field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 Yz inches x 11 inches to 8 '/2 inches x 11 inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items/Table of Contents 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 01 3300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number,page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes,but is not necessarily limited to: 17 a. Custom-prepared data such as fabrication and erection/installation(working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test_reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include,but is not necessarily limited to: 38 a. Standard prepared data for manufactured products(sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 013300-4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare-parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: I 1 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing,as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work,materials,fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution(if required in lieu of electronic distribution) CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 013300-5 SUBMITTALS Page 5 of S 1 a. Shop Drawings 2 I) Distributed to the City 3 2) Copies 4 a) 7 copies for all other submittals 5 b) If Contractor requires more than 3 copies of Shop Drawings returned, 6 Contractor shall submit more than the number of copies listed above. 7 b. Product Data 8 1) Distributed to the City 9 2) Copies t0 a) 4 copies I c. Samples 12 1) Distributed to the Project Representative 13 2) Copies 14 a) Submit the number stated in the respective Specification Sections. 15 3. Distribute reproductions of approved shop drawings and copies of approved 16 product data and samples, where required,to the job site file and elsewhere as 17 directed by the City. 18 a. Provide number of copies as directed by the City but not exceeding the number 19 previously specified. 20 K. Submittal Review 21 1. The review of shop drawings, data and samples will be for general conformance 22 with the design concept and Contract Documents. This is not to be construed as: 23 a. Permitting any departure from the Contract requirements 24 b. Relieving the Contractor of responsibility for any errors, including details, 25 dimensions, and materials 26 c. Approving departures from details furnished by the City, except as otherwise 27 provided herein 28 2. The review and approval of shop drawings, samples or product data by the City 29 does not relieve the Contractor from his/her responsibility with regard to the 30 fulfillment of the terms of the Contract. 31 a. All risks of error and omission are assumed by the Contractor, and the City will_ 32 have no responsibility therefore. 33 3. The Contractor remains responsible for details and accuracy,for coordinating the 34 Work with all other associated work and trades, for selecting fabrication processes, 35 for techniques of assembly and for performing Work in a safe manner. 36 4. If the shop drawings, data or samples as submitted describe variations and show a 37 departure from the Contract requirements which City finds to be in the interest of 38 the City and to be so minor as not to involve a change in Contract Price or time for 39 performance,the City may return the reviewed drawings without noting an 40 exception. 41 5. Submittals will be returned to the Contractor under 1 of the following codes: 42 a. Code 1 43 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 44 comments on the submittal. 45 a) When returned under this code the Contractor may release the 46 equipment and/or material for manufacture. 47 b. Code 2 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 013300-6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however,all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non-conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 - 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense,based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than l resubmission or any other delay in obtaining City's 37 review of submittals,will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor,and will be considered"Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents,then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPF,CIFICATION DOCUMENT'S City Projeet No.02739 Revised December 20,2012 01 3300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City,the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal,appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to,complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M, Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information(RFI)form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with"RFP'followed by series number,"-xxx", beginning with"01"and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient inforination shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required,the City will issue a Field Order or Change 29 Order,as appropriate_ 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 01 3300-8 SUBMITTALS Page 8 of 8 1 PART 2- PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days 5 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 0135 13-1 SPECIAL,PROJECT PROCEDURES Page I of 7 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Water Department Notification 12 f. Public Notification Prior to Beginning Construction 13 g. Dust Control 14 h. Employee Parking 15 B. Deviations from this City of Fort Worth Standard Specification 16 1. None. 17 C. Related Specification Sections include,but are not necessarily limited to: 18 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract I9 2. Division I —General Requirements 20 3. Section 33 12 25—Connection to Existing Water Mains 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. All Items 24 a. Work associated with these Items is considered subsidiary to the various Items 25 bid. No separate payment will be allowed for this Item. 26 1.3 REFERENCES 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date Iogged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Health and Safety Code,Title 9. Safety, Subtitle A. Public Safety,Chapter 752. 32 High Voltage Overhead Lines. 33 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction 34 Specification 35 1.4 ADMINISTRATIVE REQUIREMENTS 36 A. Coordination.with the Texas Department of Transportation 37 1. When work in the right-of-way which is under the jurisdiction of the Texas 38 Department of Transportation(TxDOT): CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 013513-2 SPECIAL,PROJECT PROCEDURES Page 2 of 7 1 a. Notify the Texas Department of Transportation prior to commencing any work 2 therein in accordance with the provisions of the permit 3 b. All work performed in the TxDOT right-of-way shall be performed in 4 compliance with and subject to approval from the Texas Department of 5 Transportation 6 B. Work near High Voltage Lines 7 1. Regulatory Requirements 8 a. All Work near High Voltage Lines(more than 600 volts measured between 9 conductors or between a conductor and the ground)shall be in accordance with 10 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 11 2. Warning sign 12 a. Provide sign of sufficient size meeting all OSHA requirements. 13 3. Equipment operating within 10 feet of high voltage lines will require the following 14 safety features 15 a. Insulating cage-type of guard about the boom or arm 16 b. Insulator links on the lift hook connections for back hoes or dippers 17 c. Equipment must meet the safety requirements as set forth by OSHA and the 18 safety requirements of the owner of the high voltage lines 19 4. Work within 6 feet of high voltage electric lines 20 a. Notification shall be given to: 21 1) The power company (example: ONCOR) 22 a) Maintain an accurate log of all such calls to power company and record 23 action taken in each case. 24 b. Coordination with power company 25 1) After notification coordinate with the power company to: 26 a) Erect temporary mechanical barriers,de-energize the lines, or raise or 27 lower the lines 28 c. No personnel may work within 6 feet of a high voltage line before the above 29 requirements have been met. 30 C. Confined.Space Entry Program 31 1. Provide and follow approved Confined Space Entry Program in accordance with 32 OSHA requirements. 33 2. Confined Spaces include: 34 a. Manholes 35 b. All other confined spaces in accordance with OSHA's Permit Required for 36 Confined Spaces 37 D. A it Pollution Watch Days 38 1. General 39 a. Observe the following guidelines relating to working on City construction sites 40 on days designated as"AIR POLLUTION WATCH DAYS". 41 b. Typical Ozone Season 42 1) May I through October 31. 43 c. Critical Emission Time 44 1) 6:00 a.m. to 10:00 a.m. 45 2. Watch Days CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 01 35 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 7 1 a. The Texas Commission on Environmental Quality(TCEQ), in coordination 2 with the National Weather Service,will issue the Air Pollution Watch by 3:00 3 p.m. on the afternoon prior to the WATCH day. 4 b. Requirements 5 1) Begin work after 10:00 a.m. whenever construction phasing requires the 6 use of motorized equipment for periods in excess of 1 hour. 7 2) However,the Contractor may begin work prior to 10:00 a.m. if- 8 a) Use of motorized equipment is less than 1 hour, or 9 b) If equipment is new and certified by EPA as "Low Emitting", or 10 equipment burns Ultra Low Sulfur Diesel(ULSD), diesel emulsions,or I I alternative fuels such as CNG. 12 E. TCEQ Air Permit 13 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 14 F. Water Department Coordination 15 1. During the construction of this project, it may be necessary to deactivate, for a 16 period of time, existing lines. The Contractor shall be required to coordinate with 17 the Water Department to determine the best times for deactivating and activating 18 those lines. 19 2. Coordinate any event that will require connecting to or the operation of an existing 20 City water line system with the City's representative. 21 a. Coordination shall be in accordance with Section 33 12 25. 22 b. If needed,obtain a hydrant water meter from the Water Department for use 23 during the life of named project. 24 c. In the event that a water valve on an existing live system be turned off and on 25 to accommodate the construction of the project is required, coordinate this 26 activity through the appropriate City representative. 27 1) Do not operate water line valves of existing water system. 28 a) Failure to comply will render the Contractor in violation of Texas Penal 29 Code Title 7, Chapter 28.03 (Criminal Mischief)and the Contractor 30 will be prosecuted to the full extent of the law. 31 b) In addition,the Contractor will assume all liabilities and 32 responsibilities as a result of these actions. 33 G. Public Notification Prior to Beginning Construction 34 1. Prior to beginning construction on any block in the project, on a block by block 35 basis,prepare and deliver a notice or flyer of the pending construction to the front 36 door of each residence or business that will be impacted by construction.The notice 37 shaII be prepared as follows: 38 a. Post notice or flyer 7 days prior to beginning any construction activity on each 39 block in the project area. 40 1) Prepare flyer on the Contractor's letterhead and include the following 41 information: 42 a) Name of Project 43 b) City Project No(CPN) 44 c) Scope of Project(i.e.type of construction activity) 45 d) Actual construction duration within the block 46 e) Name of the contractor's foreman and phone number 47 f) Name of the City's inspector and phone number 48 g) City's after-hours phone number CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 7 1 2) A sample of the`pre-construction notification' flyer is attached as Exhibit 2 A. 3 3) Submit schedule showing the construction start and finish time for each 4 block of the project to the inspector. 5 4) Deliver flyer to the City Inspector for,review prior to distribution. 6 b. No construction will be allowed to begin on any block until the flyer is 7 delivered to all residents of the block. 8 H. Public Notification of Temporary Water Service Interruption during Construction 9 1. In the event it becomes necessary to temporarily shut down water service to to residents or businesses during construction, prepare and deliver a notice or flyer of 11 the pending interruption to the front door of each affected resident. 12 2. Prepared notice as follows: 13 a. The notification or flyer shall be posted 24 hours prior to the temporary 14 interruption. 15 b. Prepare flyer on the contractor's letterhead and include the following 16 information: 17 1) Name of the project 18 2) City Project Number 19 3) Date of the interruption of service 20 4) Period the interruption will take place 21 S) Name of the contractor's foreman and phone number 22 6) Name of the City's inspector and phone number 23 c. A sample of the temporary water service interruption notification is attached as 24 Exhibit B. 25 d. Deliver a copy of the temporary interruption notification to the City inspector 26 for review prior to being distributed. 27 e. No interruption of water service can occur until the flyer has been delivered to 28 all affected residents and businesses. 29 f. Electronic versions of the sample flyers can be obtained from the Project 30 Construction Inspector. 31 I. Dust Control 32 1. Use acceptable measures to control dust at the Site. 33 a. If water is used to control dust, capture and properly dispose of waste water. 34 b. If wet saw cutting is performed,capture and properly dispose of slurry. 35 J. Employee Parking 36 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCT]ON SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS (NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.13—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit 13 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 01 35 13-6 SPECIAL PROJECT PROCEDURES Page 6 of 7 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: I I Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENTS AT <TELEPHONE NO> 29 30 OR 31 32 Mr. <CITY INSPECTORS AT< TELEPHONE NO> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 01 35 13-7 SPECIAL PROJECT PROCEDURES Page 7 of 7 1 EXHIBIT B 2 F®RT WORT Date: DOE IIO XI XX Pr*JM lIaY1'BS. NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILI'T'Y IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLVASE CALL. MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR IyIR, AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL DE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR 4 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 DI 4523-1 TESTING AND INSPECTION SERVICES Page]of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails,the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City,notify City,sufficiently 31 in advance,when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance,that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 014523-2 TESTING AND MSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution(if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of I 1 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2- PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH Sanitary Sewcr Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 01 5000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 I SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes- 6 1. Provide temporary facilities and controls needed for the Work including,but not 7 necessarily Iimited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. I5 C. Related Specification Sections include,but are not necessarily limited to: 16 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Mahe arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel,power, light,heat and other utility services necessary for 32 execution, completion,testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping,equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated,watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and beating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance, 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCOMENTS City ProjectNo.02739 Revised.luly 1,2011 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2- PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] /[RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work,to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July I,2011 01 55 26- 1 STREET USE PERMIT AND MODIFICATIONS ICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit s b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 34 71 13—Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment is 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 29 1. General 29 a. When traffic control plans are included in the Drawings,provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings,prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 ' Transportation and Public Works Department, CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit,such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 1 l plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction,then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices(MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete,to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division,to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 32 111 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2- PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,02739 Revised July 1,2011 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 i Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 01 57 13-1 STORM WAVIER POLLUTION PREVENTION Page 1 of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Pians 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the I 1 Contract 12 2. Division 1 —General Requirements 13 3. Section 31 25 00—Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment I6 1. Construction Activities resulting in less than I acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Abbreviations and Acronyms 21 1. Notice of Intent: NOI 22 2. Notice of Termination: NOT 23 3. Storm Water Pollution Prevention Plan: SWPPP 24 4. Texas Commission on Environmental Quality: TCEQ 25 5. Notice of Change:NOC 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification,unless a date is specifically cited. 30 2. Integrated Storm Management(iSWM)Technical Manual for Construction 31 Controls 32 1.4 ADMINISTRATIVE REQUIREMENTS 33 A. General 34 1. Contractor is responsible for resolution and payment of any fines issued associated 35 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July I,2011 01 5713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 3125 00 and 4 Drawings. 5 2. Environmental Division,(817)392-6088. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES)General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, 14 2) Provide erosion and sediment control in accordance with: 15 a) Section 3125 00 16 b) The Drawings 17 c) TXR150000 General Permit 18 d) SWPPP 19 e) TCEQ requirements 20 3. 5 acres or more of Disturbance 21 a. Texas Pollutant Discharge Elimination System (TPDES)General Construction 22 Permit is required 23 b. Complete SWPPP in accordance with TCEQ requirements 24 1) Prepare a TCEQ NOl form and submit to TCEQ along with required fee 25 a) Sign and post at job site 26 b) Send copy to City Department of Transportation and Public Works, 27 Environmental Division, (817)392-6088. 28 2) TCEQ Notice of Change required if making changes or updates to NOI 29 3) Provide erosion and sediment control in accordance with: 30 a) Section 3125 00 31 b) The Drawings 32 c) TXR150000 General Permit 33 d) SWPPP 34 e) TCEQ requirements 35 4) Once the project has been completed and all the closeout requirements of 36 TCEQ have been met a TCEQ Notice of Termination can be submitted. 37 a) Send copy to City Department of Transportation and Public Works, 38 Environmental Division,(817)392-6088. 39 1.5 SUBMITTALS 40 A. SWPPP 41 1. Submit in accordance with Section 0133 00,except as stated herein. 42 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 43 as follows: 44 1) 1 copy to the City Project Manager 45 a) City Project Manager will forward to the City Department of 46 Transportation and Public Works,Environmental Division for review 47 B. Modified SWPPP CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 01 57 13-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 2 in accordance With Section 0133 00. 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE,AND HANDLING ]NOT USED] 8 1.11 FIELD ]SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2- PRODUCTS [NOT USED] 11 PART 3 - EXECUTION [NOT USED] 12 END OF SECTION 13 Revision Log DATE NAME SUMMARY OF CHANGE 14 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 01 58 13-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division I —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 110 DELIVERY,STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2- PRODUCTS 27 2.1 OWNER-FURNISHED loR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revises!July 1,2011 015813-2 TEMPORARY PROJECT SIGNAGE, Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C(exterior)or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3- EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed,upon request of the City. 14 B. Mounting options 15 1. Skids 16 a. Posts 17 b. Barricade 18 3.5 REPAIR/RESTORATION jNOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.110 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 0158 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CI'T'Y OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July I,2011 01 60 00- 1 PRODUCT REQUIREMENTS Pagel of 2 I SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Farms and Conditions of the Contract 11 2. Division I —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources102-Construction DocumentslStandard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List,not all 26 products from that manufacturer are approved for use, including but not limited to,that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Sanitary Sewer Rehabil itation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 016000-2 PRODUCTREQUIREMENTS Page 2 of 2 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 8 CITY OFFORT WOR'T'H Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,02739 Revised December 20,2012 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments I 1 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include,but are not necessarily limited to: 14 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 —General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors,public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings,or approved by City's Project Representative. 24 5. Provide off-site storage and protection when on-site storage is not adequate. 25 a. Provide addresses of and access to off-site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns,grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly,safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative, CITY OF FOR'!'WORTI-I Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR I RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD loft] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged,used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE INOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 01 6600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel,equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment,supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel,equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 017000-2 MOBILIZATION AND REMOBILIZ.ATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel,equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include,but are not necessarily limited to: 22 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 23 2. Division 1 —General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement"will be paid for at the unit 40 price per each"Specified Remobilization"in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.I.A.2.a.1) 44 2) Remobilization as described in Section 1.1.A.2.a.2) 45 d. No payments wiII be made for standby, idle time, or Iost profits associated this 46 Item. CITY OF FORT WORTH Sanitary,Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 3. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time, or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under"Measurement"will be paid for at the unit 14 price per each"Work Order Mobilization"in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.I.A.3.a.2) 20 d. No payments will be made for standby, idle time, or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under"Measurement"will be paid for at the unit 29 price per each"Work Order Emergency Mobilization"in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section I.I.A.4.a) 34 2) Demobilization as described in Section 1.1.A.3.a.2) 35 d. No payments will be made for standby,idle time, or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 01 7000-4 MOBILIZATION AND REMOBB-IZATION Page 4 of 4 1 1.11 FIELD [SITE] CONDI'T'IONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3- EXECUTION [NOT USED] 5 END OF SECTION b Revision Log DATE NAME SUMMARY OF CHANGE 7 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 01 7123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 I SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract.Forms and Conditions of the Contract 11 2. Division I —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) Measurement for this Item shall be by lump sum. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item shall be paid for at the lump sum price bid for"Construction Staking". 20 2) Payment for"Construction Staking"shall be made in partial payments 21 prorated by work completed compared to total work included in the lump 22 sum item. 23 c. The price bid shall include, but not be limited to the following: 24 1) Verification of control data provided by City- 25 2) Placement, maintenance and replacement of required stakes and markings 26 in the field. 27 3) Preparation and submittal of construction staking documentation in the 28 form of"cut sheets"using the City's standard template. 29 2. Construction Survey 30 a. Measurement 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 3. As-Built Survey 37 a. Measurement 38 1) Measurement for this Item shall be by lump sum. 39 b. Payment 40 1) The work performed and the materials furnished in accordance with this 41 Item shall be paid for at the lump sum price bid for"As-Built Survey". CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 971 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised February 14,2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 2) Payment for"Construction Staking"shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include, but not be Iimited to the following:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as-built survey data onto contractor redline 8 plans and digital survey files. 9 10 1.3 REFERENCES 11 A. Definitions 12 1. Construction Survey-The survey measurements made prior to or while 13 construction is in progress to control elevation,horizontal position,dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As-built Survey—The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Staking—The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking, 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survey"Field Checks"—Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth—Construction Staking Standards(available on City's Buzzsaw 27 website)—01 71 23.16.01 Attachment A_Survey Staking Standards 28 2. City of Fort Worth - Standard Survey Data Collector Library(fxt)files(available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation(TxDOT) Survey Manual, latest revision 31 4. Texas Society of Professional Land Surveyors(TSPS),Manual of Practice for Land 32 Surveying in the State of Texas, Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254(qualifications based selection)for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Section 0133 00, 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised February 14,2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit"Cut-Sheets"conforming to the standard template provided by the City 4 (refer to 01 71 23.16.01 —Attachment A—Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As-built Redline Drawing Submittal 7 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor(RPLS)responsible for the work(refer to 01 71 23.16.01 —Attachment A 10 —Survey Staking Standards) . 11 2. Contractor shall submit the proposed as-built and completed redline drawing 12 submittal one(1)week prior to scheduling the project final inspection for City 13 review and comment. Revisions, if necessary, shall be made to the as-built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED) 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that 24 construction activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re-stake for any reason,the Contractor will be 28 responsible for costs to perform staking. If in the opinion of the City, a 29 sufficient number of stakes or markings have been lost,destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be 31 required to stake or re-stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut,the Contractor shall perform 41 construction survey and verify control data including, but not limited to,the 42 following: 43 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised Februar$14,2018 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 2) Use of Benchmarks to furnish and maintain all reference lines and grades 2 for tunneling. 3 3) Use of line and grades to establish the location of the pipe. 4 4) Submit to the City copies of field notesused to establish all lines and 5 grades, if requested,and allow the City to check guidance system setup prior b to beginning each tunneling drive. 7 5) Provide access for the City, if requested,to verify the guidance system and 8 the line and grade of the carrier pipe. 9 6) The Contractor remains fully responsible for the accuracy of the work and 10 correction of it, as required. 11 7) Monitor line and grade continuously during construction. 12 8) Record deviation with respect to design line and grade once at each pipe 13 joint and submit daily records to the City. 14 9) If the installation does not meet the specified tolerances(as outlined in 15 Sections 33 05 23 and/or 33 05 24),immediately notify the City and correct 16 the installation in accordance with the Contract Documents. 17 C. As-Built Survey 18 1. Required As-Built Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor is to coordinate with City to confirm which features require as- 21 built surveying. 22 b. It is the Contractor's responsibility to coordinate the as-built survey and 23 required measurements for items that are to be buried such that construction 24 activities are not delayed or negatively impacted. 25 c. For sewer mains and water mains 12"and under in diameter, it is acceptable 26 to physically measure depth and mark the location during the progress of 27 construction and take as-built survey after the facility has been buried. The 28 Contractor is responsible for the quality control needed to ensure accuracy. 29 3. General 30 a. The Contractor shall provide as-built survey including the elevation and 31 location(and provide written documentation to the City)of construction 32 features during the progress of the construction including the following: 33 1) Water Lines 34 a) Top of pipe elevations and coordinates for waterlines at the following 35 locations: 36 (1) Minimum every 250 linear feet,including 37 (2) Horizontal and vertical points of inflection, curvature, 38 etc. 39 (3) Fire line tee 40 (4) Plugs,stub-outs,dead-end lines 41 (5) Casing pipe(each end)and all buried fittings 42 2) Sanitary Sewer 43 a) Top of pipe elevations and coordinates for force mains and siphon 44 sanitary sewer lines(non-gravity facilities)at the following locations: 45 (1) Minimum every 250 linear feet and any buried fittings 46 (2) Horizontal and vertical points of inflection, curvature, 47 etc. 48 3) Stormwater---Not Applicable CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised February 14,2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 b. The Contractor shall provide as-built survey including the elevation and 2 location(and provide written documentation to the City)of construction 3 features after the construction is completed including the following: 4 1) Manholes 5 a) Rim and flowline elevations and coordinates for each manhole 6 2) Water Lines 7 a) Cathodic protection test stations 8 b) Sampling stations 9 c) Meter boxes/vaults (All sizes) 10 d) Fire hydrants 11 e) Valves(gate, butterfly, etc.) 12 f) Air Release valves(Manhole rim and vent pipe) 13 g) Blow off valves(Manhole rim and valve lid) 14 h) Pressure plane valves t 5 i) Underground Vaults 16 (1) Rim and flowline elevations and coordinates for each 17 Underground Vault. 18 3) Sanitary Sewer 19 a) Cleanouts 20 (1) Rim and flowline elevations and coordinates for each 21 b) Manholes and Junction Structures 22 (1) Rim and flowline elevations and coordinates for each 23 manhole and junction structure. 24 4) Stormwater—Not Applicable 25 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 PART 2 - PRODUCTS 29 A. A construction survey will produce, but will not be limited to: 30 1. Recovery of relevant control points,points of curvature and points of intersection. 31 2. Establish temporary horizontal and vertical control elevations(benchmarks) 32 sufficiently permanent and located in a manner to be used throughout construction. 33 3. The location of planned facilities, easements and improvements. 34 a. Establishing final line and grade stakes for piers, floors,grade beams, parking 35 areas,utilities, streets,highways,tunnels,and other construction. 36 b. A record of revisions or corrections noted in an orderly manner for reference. 37 c. A drawing,when required by the client,indicating the horizontal and vertical 38 location of facilities, easements and improvements,as built. 39 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 40 construction staking projects. These cut sheets shall be on the standard city template 41 which can be obtained from the Survey Superintendent(817-392-7925). 42 5. Digital survey files in the following formats shall be acceptable: 43 a. AutoCAD(.dwg) 44 b. ESRI Shapefile(.shp) CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised February 14,2418 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file(.csv),formatted with X and Y coordinates in separate columns(use 2 standard templates, if available) 3 6. Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks, and shall include feature descriptions 5 PART 3 - EXECUTION 6 3.1 INSTALLERS 7 A. Tolerances: 8 1. The staked location of any improvement or facility should be as accurate as 9 practical and necessary. The degree of precision required is dependent on many 10 factors all of which must remain judgmental. The tolerances listed hereafter are 11 based on generalities and,under certain circumstances, shall yield to specific 12 requirements. The surveyor shall assess any situation by review of the overall plans 13 and through consultation with responsible parties as to the need for specific 14 tolerances. 15 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft.vertical 16 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 17 1.0 ft.tolerance. 18 b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 19 c. Paving or concrete for streets, curbs,gutters,parking areas, drives, alleys and 20 walkways shall be located within the confines of the site boundaries and, 21 occasionally,along a boundary or any other restrictive line.Away from any 22 restrictive line,these facilities should be staked with an accuracy producing no 23 more than 0.0511.tolerance from their specified locations. 24 d. Underground and overhead utilities, such as sewers,gas,water,telephone and 25 electric Iines, shall be located horizontally within their prescribed areas or 26 easements. Within assigned areas,these utilities should be staked with an 27 accuracy producing no more than 0.1 ft tolerance from a specified location. 28 e. The accuracy required for the vertical location of utilities varies widely. Many 29 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 30 should be maintained.Underground and overhead utilities on planned profile, 31 but not depending on gravity flow for performance, should not exceed 0.1 ft. 32 tolerance. 33 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 34 specifications or in compliance to standards. The City reserves the right to request a 35 calibration report at any time and recommends regular maintenance schedule be 36 performed by a certified technician every 6 months. 37 1. Field measurements of angles and distances shall be done in such fashion as to 38 satisfy the closures and tolerances expressed in Part 3.1.A. 39 2. Vertical locations shall be established from a pre-established benchmark and 40 checked by closing to a different bench mark on the same datum. 41 3. Construction survey field work shall correspond to the client's plans. Irregularities 42 or conflicts found shall be reported promptly to the City. 43 4. Revisions, corrections and other pertinent data shall be logged for future reference. 44 CITY OF FORT WORTS 1 Sanitary Sewer Rehabilitation,Contract 97] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised February 14,2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.2 EXAMINATION [NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.4 APPLICATION 4 3.5 REPAIR/RESTORATION 5 A. If the Contractor's work damages or destroys one or more of the control 6 monuments/points set by the City,the monuments shall be adequately referenced for 7 expedient restoration. 8 1. Notify City if any control data needs to be restored or replaced due to damage 9 caused during construction operations. 10 a. Contractor shall perform replacements and/or restorations. I 1 b. The City may require at any time a survey"Field Check"of any monument 12 or benchmarks that are set be verified by the City surveyors before further 13 associated work can move forward. 14 3.6 RE-INSTALLATION [NOT USED] 15 3.7 FIELD loR] SITE QUALITY CONTROL 16 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 17 City in accordance with this Specification. This includes easements and right of way, if 18 noted on the plans. 19 B. Do not change or relocate stakes or control data without approval from the City. 20 3.8 SYSTEM STARTUP 21 A. Survey Checks 22 1. The City reserves the right to perform a Survey Check at any time deemed 23 necessary. 24 2. Checks by City personnel or Yd party contracted surveyor are not intended to 25 relieve the contractor of his/her responsibility for accuracy. 26 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 3.12 PROTECTION INOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION 34 Revision Log CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised February 14,2018 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 8131/2017 M.Owen definitions and references under 1.3;modified 1.6;added 1.7 closeout submittal requirements;modified 1.9 Quality Assurance;added PART 2—PRODUCTS; Added 3.1 installers;added 3.5 Repair/Restoration;and added 3.8 System Startup. Removed"blue text";revised measurement and payment sections for Construction Staking and As-Built Survey;added reference to selection compliance with TGC 2/14/2018 M Owen 2254;revised action and CIoseout 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 I CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised February 14,20I8 FORTWORTH, Secti®n 017123.101 - Attachment A Survey Staking Standards February 2017 P:\2016\1645003.00_Fort Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\Div 01\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 1 of 26 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects.These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (htt onlinemanuals.txdot.gov/txdotmanualsless/esspdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment,Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As-built Survey P:\2016\1645003.00_Fort Worth Contract 97\10-Engrbesign\10.01-Specs\90Percent\Div 01\0171 23.16,01_Attachment A_Survey Staking Standards.docx Page 2 of 26 I, Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth,Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817)392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS,AND Pik ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS ; SANITARY SEWER IRRIGATION AND RECLAIMED WATER Ill. Standard Staking Su lies Item Minimum size Lath/Stake 36"tall Wooden Hub(2"x2" min.square preferred) 6"tall Pin Flags (2.5"x 3.5" preferred) 21"long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2"or greater diameter) 18" long Survey Marking Paint Water-based Flagging 1"wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long P:\2016\1645003.00_Fort Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\Div 01\0171 23.16.01—Attachment A—Survey Staking Standards.docx Page 3 of 26 Ill. Survey Equipment, Control and [datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthte: ovitsolutions GIS Look for'Zoning Maps'. Under'Layers', expand 'Basemap Layers',and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc-second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S.and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W,forced-main water lines,and rough-grade only. No GPS staking for concrete sanitary sewer,storm drain final gracle,or anything that needs vertical grading with a tolerance of 0.25'or less is allowed. D. Control Points Set I. All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable)of the point set. Control points can be set rebar, 'X' in concrete, or any other appropriate item with a stable base and of a semi-permanent nature.A rebar cap is optional, but preferred if the cap is marked 'control point'or similar wording. II. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance.--if ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O C. Geoid model used, Example:GEOID12A P:\2016\1645003.00_Fort Worth Contract 97\10-Eng rDes ign\10.01-Specs\90Percent\Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 26 E. Preferred Grid Datum Although many plan sets can be in surface coordinates,the City's preferred grid datum is listed below.Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Protected Coordinate System: NAD_1983_StatePlane_Texas_North_Central—FIPS_4202_Feet Projection: Lambert—Conformal—Conic Fa Ise_Easti ng: 1968500.00000000 False—Northing: 6561666.66666667 Central Meridian: -98.50000000 Standard Parallel 1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude—Of Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS_North—American-1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be)and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format Axt csv dwg job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format:City Project Number Description_Datum.csv Example fora pro6ect that has surface coordinates which must be translated: File 1_C1234—As-built of Water on Main Street Grid NAD83 TXSP 4202.csv PA2016\1645003.00_Fort Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\Div 01\0171 23.16.01_Attachment A Survey Staking Standards.docx Page 5 of 26 File 2:C1234—As-built of Water on Main Street—Project Specific Datum.csv Example Control Stakes P:\2016\1645003.00_Port Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\Div 01\0171 23.16.01—Attachment A_Survey Staring Standards.docx Page 6 of 26 Y Di LLJ Q) m J V) D Q z W LLJ np C1 W 'i 1016 EL.= 100.00' LLJ ZD Ld 00 ' U i— z C/) = o CLJ (n _ —iJ 0 w LL- W m cr_ l Of 0 0 mx U a UJ UJ f 0 CP #1 N=5000.00 E=5000.00 V. Water Staking Standards P:\2016\1645003.00_Fort Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\©iv 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 26 A. Centerline Staking—Straight Line Tangents I. Offset lath/stakes every 200'on even stations II. Painted blue lath/stake only, no hub is required ill. Grade is to top of pipe(T/P)for 12" diameter pipes or smaller IV. Grade to flow line (F/L)for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking-Curves I. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25' interval 11. Same grading guidelines as above III. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be+0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0'from the center and perpendicular to the curb line or water main Ill. Grade of hydrants should be+0.30 higher than the adjacent top of curb E. Water Valves&Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes P:\2016\1645003.00_Fort Worth Contract 97\10-EngrDesign\10.01-5pecs\90Percent\Div 01\01 71 23.16.01_Attachment A_5urvey Staking 5tandards.docx Page 8 of 26 y. - V d = 2 W 1144 �[ 7' 0/5 WA- SP, c-3.62 ry `e a �. MWL mw 1 LD �lpa � z U �g 5 < 7' a/S W/C = srA=1+72.81 c—sIL .at w L� a CD � g M LL r 44 =6 c� 1 mr w W _ 2.X Vl+ 4 2— c91 Fm LiLL � s� ig� 1/1 y d aC�tr W L io 1144. _ cja 4 � M3 a 4 VI. Sanitary Sewer Staking P:\2016\1645003.00_Fort Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\Div 01\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 9 of 26 A. Centerline Staking—Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional:Actual stakes shall consist of a SOD nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor it, Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans P:\2016\1645003.00_Fort Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\Div 01\01 71 23.16.01—Attachment A_Survey Staking Standards.docx Page 10 of 26 Example Sanitary Sever Stakes -6v-1 t& F * S C' s$ � �STAai3+7YQ ern C-4 I�`C'"A� 0-00 L - f LL- 12 4/5 SS $7A-3+71n to C-3M i C-3 'C-p t CL w -� A u- 0 1wu f NZ � z 0/S rL SS •Ata wr+� LL- � Z c � W I sQ cs t` So 6M 4iw Id t 6 tab h zgl q- SS sr o-+oo �x —s ' -s Ftp t� Q . v LL L7 .. z -. -12^o/S SS J"CL r7 -tD � C-am C-66- c-ate YN 11 LL I P:\2016\1645003.00_Fort Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\Div 01\0171 23.16.01-Attachment A_Survey Staking Standards.docx Page 11 of 26 V11. Storm Sewer & Inlet Suakin A. Centerline Staking—Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans Ill. Stakes at every grade break IV. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC(Point of Curvature) offset stakes should be set at a 25' interval il. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet= 16.00'total length III. Recessed 10' Inlet=20.00'total length IV. Standard double 10' inlet=26.67'total length V. Recessed double 10' inlet=30.67'total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans P:\2016\1645003.00_Fort Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 26 Example Storm Inlet Stakes FRONT FRONT (SIDE FACING ) (51 DE FACING 8 NO I=LAGGINC REWIREC- K> I IN LIEU OF PINK PAINTED LA- -I � I d BACK BACK {]CE FACING A.C.W.) (SUE FDNC H.f7W-) JE IFIES MICH rI IDEN-nRES WICH POINT# F THE WINO POINT 0 QI END IF THE WANG STAKED BEING STAKED i HCB ELES'AIiGNSTATION HV9 EkEVAIION o TED ON PLANS) + ' GRADE P AF'WRM T + FIES GRADE 4AJNE FL� DISTANCES FOR INLETS STANDARD 10' — 16' RECESSED 10' — 2Y WNDeWU DDUBLE 10' — 26.6r HUB VATH TACK RECESSED ILMBLE 1t3_�3467' ------ I I I BACK QF INLET IY- 4, ATANHOLE RIM I a� f BACK OF Ci Ipg RACK OF CURB — FT OYA—INE FACE OF INLET FACE OF.INLET Y FLMYLINE ——— EASr'E�3F PAYF},lEN7 EDGE OF PF.V5AENT EDGE OF PMEMENT EDGE Cf PAIEMENT P.\2016\1645003.00_Fort Worth Contract 97\10-EngrDesfgn\10.01-Specs\90Percent\Div 01\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 13 of 26 Vill. Curb and Gutter Stakin A. Centerline Staking—Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves Ill. If arc length is greater than 100', POC(Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted P:\2016\1645003.00_Fort Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 26 Example Curb & Gutter Stakes FRONT (SIDE FACING Q) FRONT IDFNnFlES END FR O�f � r� (SDE FkCIRC�}T POINT GENT V �I FRONT 8 (51L}F FACING ) PONIDENTIFIES T OF CURVATURE p� (SIDE FACING q, ° o ow 6C m BACK � IRFNTIM OFFSET IS TO (SIDE FACINC R.O.X) &A-14-FCR FF F CUR CURET F}C i}r, p 4 e� z C3 POINT S u P III I III I IDENWIES CRADE IS III I Pr TA M Tor aF CURB III I HUB ELEVATION „ NO GRAM ON0 Q o + RAPJU5 FORM 1 Iha LIEU CIF PINK PAINFF[i L,ATH TOP OF CURB BALK OF CURB FACE Of CURB `i" 1� FLOALI NE EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection P:\2016\1645003.00_Fort Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\Div 01\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 15 of 26 k ' � ® §k2| | . . . . . IPm| \/& ... � \ . b� ■ p1 . ■ � } 2! k � � kl�2 § � a _AD mova § ».a � a -1 I � ( �� #�§ . /_, y . x . � � 6 b, »k P:\2016\1645003.00Fort Worth Contraa97\1 EEmmesiRa7.01aPm\9OPr n mvo\0171 2.ka1-kb+mentakrveyStaking Stana@s.dox Page 16 y2 IX. Cut Sheets A. Date of field work B. Staking Method (GPS,total station) C. Project Name D. City Project Number(Example:C01234) E. location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent(see item I above) Standard City Cut Sheet City Project Date: Number: Project Name: ❑TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANTICONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT# STATION OFFSET DESCRIPTION PROP. STAKED -CUT + FILL -LTI+RT GRADE ELEV. P:\2016\1645003.00_Fort Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\Div 01\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 17 of 26 X. As-built Surve�! A. Definition and Purpose The purpose of an as-built survey is to verify the asset was installed in the proper location and grade. Furthermore,the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted.See section IV. As-built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults(All sizes) Fire lines Fire hydrants Gate valves(rim and top of nut) Plugs,stub-outs, dead-end lines Air Release valves(Manhole rim and vent pipe) Blow off valves(Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe(each end) Inverts of pipes Turbo Meters P:\2016�1645003.00_Fort Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 26 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases.This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write"NOT FOUND"to notify the City. P:\2016\1645003.00_Fort Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\Div 01\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 19 of 26 | JI. TT 9 A, IMI Al PA2016\1645003.00_For Worth Contract 97\10'EngrDes ign\10OI-Spewo\90Percent\Div01\0171 23.16.Ol_Attadhment^—SumeyStaking Standunb.docx Page 20of26 S7A Oww^MLVI,ld.CLA7Uq Aw S7A W40-IZ..K V"YD 047 A0,ffX-&*L(FLLRD DR) RELWE A SAYA.^-E Et Sr IN y q,T PAW.W wffFR CAFE ME&[LEOUXA L rJdJ+ 4Liti&T TO EY75T:D wx R pl�rx M-TEF 443TiW Fl2'SIM SLEEVE SfA&ew-f2WL ti Fli f+"iR+14 BE?D l-rex 8°IfER L33"TAt4 (�. f pm} PJT h tF(tve YJdYE' Y. �IOa, Ii.hD STA&MT5-9W �'' '� •'0 i�I1�" IY37NL ,y g py7,wT99152 E iml�S37J/9? E•T-£�%M-710 1-FF X O.hS�C/#Y?TFW rs^L Y�cYE � Ff7fiE N104,W1� LOY! C IMF ffff W tFAD n.,k-•,�Rx r yoT � Fl£ON�YI1Ys ra.cm Rs�At'�?:fi4f' "Zo 1• '99Ui0D264 `�+.,� y 10l'1 fAr 2 ren I � rri-,rr,��r1 {1 I `fEtovlry 6 3 pv rcur fFb E EMST. 41 a fX1F ♦ . trCY7TAiC.9930 �� } Tflf 1E 1,P WATER .. TBM-1 - - x�- [ss ur J� R � PROPOSED SAIVffAFff S, v •;� lsT AE SAE S= ¢ SFE SHEET SYA O m-fAEy h73+'fSVEIrY.&fkD tat��sYwF'irari:m /h59lJGoYl d69f Avoi,auL STAO1D9-&IK(FLOW AV STA03758-leSf STA 0"-&I (USIYIL Li'MMMTAU, 60MASWD AME hk'4Fi'YFq"I.EF.T.D Flr4TVERT.5w 57 LF OF IE'MER fe E G�9'f10555.7Y KqMgJarpDm. Oa"EM TO EX7Sf;irwArm E 22A6303ma E-2AM d"O 11 MOJfN9!.179 _ _ P P:\2016\1645003.00F.ort Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\Div 01\0171 23.16.01—Attachment A—Survey Staking Standards.docx Page 21 of 26 9ZfilZ% '�!'�IOP 5d I)ldy 0.R&O vN 1.JJIVM ALJ'I ASM IAW N.lAW-W9A'X'r7d3N}l3M3S AW11Nc 5 i7W H31vM a }} kn # c 4' ' sac € � s '1 (9, All HA oil y. �I F -�_ _V 3N+7 S_S'dQ2+d 91, is 3N!7 +,'Q,.CyYI -- �i,, .. � �r��V=i_ ,$�+ ;fyn ':# cif •I � I �-T� ��l��E� �..'�I'�'.; —�._,.�_ .�f ...;�,�;:-:-�—.. }ktI F. I�� ✓ 6a r �� � ..- I I ' ig- i -..... , � I L 0 C� d� .. �h�'•4 ZZ k 00 f4 Y 23.16.01—Attachment A_Survey Staking Standards.docx Page 22 of 26 rI www�w.►.�;:��w w'��y w� '�.��� -. . � r rrr i =_ca==� —acs^�.-•"ac^ _—__ _�—=S�J... . ��QISR -J--" _=� SA✓ _ OF�� = _ _--_—_ s-- __ RE DERRM' RE 01 _ —�— .^S1`�� �•M=_�_=^�rs._�. MES---_—__----MMp m Obviously the .csv or.txt file cannot be signed/sealed by a surveyor in the format requested.This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING LASTING ELEV. DESCRIPTION 1 6946257.189 2296079.165 726.09 SSMH RIM 2 6946260.893 2296062.141 725.668 GV RIM �Gf_>;`F� 3 6946307.399 2296038.306 726.85 GV RIM ♦rii if Np € - r 4 6946220.582 2296011,025 723.358 SSMII RIM 5 6946195.23 2296015,126 722.123 GV RIM 6 6946190.528 2296022.721 722.325 fH q 7 6946136.012 2295992.115 719 448 WM RIM 8 6946002.267 2295919.133 713.331 WM RIM 9 6946003.056 22.95933.418 713.652 CO RIM 10 6945984:677 2295880.52 711.662 SSMW RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895,077 2295860.962 707.72 WM RIM ` 13 6945896.591 2295862.188 708,205 WM RIM v�-!`�� �- 14 6945934.286 2295841.925 709.467 WM RIM 15 6945936.721 2295830.441 710.084 CO RIM 16 6945835.678 2295799.707 707.774 SSMH RIM { J 17 6945817.488 2295827.011 708.392 SSMH RIM 1a 6445759.776 2295758.643 711.218 5SMH RIM 4 ,j i5 19 6945768.563 7295778.424 710.086 GV RIM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 2295754.394 712.849 GV RIM 22 6945682.21 2295144.27 11b.686 WM RIM G 23 6945621.902 2295669.471 723.76 WM RIM 24 6945643.407 2295736.03 719.737 CO RIM 25 6945571-059 2295655.195 727.514 SSMH RIM 26 6945539.498 2295G67,803 729.123 WM RIM -TV 27 6945519.834 2295619.49 732.689 WM HIM 28 694541.7.879 2295580.27 740.521 WM RIM 29 6945456.557 2295643.745 736.451 CO RIM {.. 30 6945387.356 2295597.101 740.756 GV RIM 31 6945370.688 2295606.793 740.976 GV RIM f � � 32 6945383.S3 22951510.559 740.408 FH 33 6945321.228 2295551.105 746.34 WM RIM 34 6945319.365 2295539.728 746.777 CO RIM 35 6945242.289 2295570.715 748:454 WM RIM 36 6945233.624 2295544.626 749.59 SSMH RIM ��yy 37 6945206.483 2295529.305 751.058 WM RIMC,t- n 38 6945142.015 2295557,666 750.853 WM RIM �Am 39 6945113.445 2295520.335 751.871 WM RIM 40 6945049.02 229552.7.345 752.257 SSMH RIM �F 41 6945041.024 2295552.675 751.79 WMRIM 7t' 42 6945038.878 2295552.147 751-88 WM RINI A-�-„4 cit y 43 6945006.397 2295518.135 752.675 WM RIM 44 6444944.782 2295520.635 752.801 WM RIM 45 6944943.432 2295556.479 752.156 WM RIM 46 6944860.416 2295534.397 752.986 SSMH RIM P:\2016\1645003.00_Fort Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\Div 01\0171 23.16.01-Attachment A_Survey Staking Standards.docx Page 24 of 26 C. Other preferred as-built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. P:\2016\1645003.00Fort Worth Contract 97\10-EngrDesign\10.01-Specs\90Percent\Div 01\0171 23.16.01_Attachment A Survey Staking Standards.docx Page 25 of 26 .. ...... ... ........ .......... � , i ! i $ § & \ � � � � � k§ � ■ k ) @ ] [ � $ \ $ } ƒ E � \ �`� � 9 7 } � § . § $ § . B � d ! & . . � � � � } "T F '-F z q , , � f f \ $ § & $ k | $ � � f | 11 it fA m a a q.--�j P:\2016\1645003.00Fo. rt Worth Contract 97\10-EngrDesign\10.01-Specs\9OPercent\Div 01\01 71 23.16.01—Attachment A—Survey Staking Stanclards.clocx Pa7 26 of 26 017423-1 CLEANING Page 1 of 3 1 SECTION 0174 23 2 CLEANING 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 32 92 13—Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1_ Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revises!duly 1,2011 017423-2 CLEANING Page 2 of 3 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1..12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3- EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR I RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION!SPECIFICATION DOCUMENTS City Project No,02739 Revised July 1,2011 017423-3 CLEANING Page 3 of 3 I 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep,wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health,safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials,debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 19 5. Prior to storm events,thoroughly clean site of all loose or unsecured items,which 20 may become airborne or transported by flowing water during the storm. 21 C. Exterior(Site or Right of Way)Final Cleaning 22 1. Remove trash and debris containers from site. 23 a. Re-seed areas disturbed by location of trash and debris containers in accordance 24 with Section 32 92 13. 25 2. Sweep roadway to remove all rocks,pieces of asphalt, concrete or any other object 26 that may hinder or disrupt the flow of traffic along the roadway. 27 3. Clean any interior areas including, but not limited to,vaults,manholes,structures, 28 junction boxes and inlets. 29 4. If no longer required for maintenance of erosion facilities, and upon approval by 30 City,remove erosion control from site. 31 5. Clean signs, lights,signals,etc. 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED]END OF SECTION 36 Revision Log DATE NAME SUMMARY OF CHANGE 37 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 SECTION 0177 19 2 CLOSEOUT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division I --General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees,Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection,submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section 12 017423, 13 C. Final Inspection 14 1. After final cleaning,provide notice to the City Project Representative that the Work 15 is completed. 16 a. The City will mare an initial Final Inspection with the Contractor present. 17 b. Upon completion of this inspection,the City will notify the Contractor, in 18 writing within 10 business days,of any particulars in which this inspection 19 reveals that the Work is defective or incomplete. 20 2. Upon receiving written notice from the City, immediately undertake the Work 21 required to remedy deficiencies and complete the Work to the satisfaction of the 22 City. 23 3. Upon completion of Work associated with the items listed in the City's written 24 notice,inform the City,that the required Work has been completed. Upon receipt 25 of this notice,the City, in the presence of the Contractor,will make a subsequent 26 Final Inspection of the project. 27 D. Notice of Project Completion 28 1. Once the City Project Representative finds the Work subsequent to Final Inspection 29 to be satisfactory,the City will issue a Notice of Project Completion(Green Sheet). 30 E. Supporting Documentation 31 1. Coordinate with the City Project Representative to complete the following 32 additional forms: 33 a. Final Payment Request 34 b. Statement of Contract Time 35 c. Affidavit of Payment and Release of Liens 36 d. Consent of Surety to Final Payment 37 e. Pipe Report(if required) 38 f. Contractor's Evaluation of City 39 g. Performance Evaluation of Contractor CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 F. Letter of Final Acceptance 2 1. Upon review and acceptance of Notice of Project Completion and Supporting 3 Documentation, in accordance with General Conditions,City will issue Letter of 4 Final Acceptance and release the Final Payment Request for payment. 5 3.5 REPAIR/RESTORATION [NOT USED] 6 3.6 RE-INSTALLATION [NOT USED] 7 3.7 FIELD IoR] SITE QUALITY CONTROL [NOT USED] 8 3.8 SYSTEM STARTUP[NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 3.10 CLEANING [NOT USED] 11 3.11 CLOSEOUT ACTIVITIES [NOT USED] 12 3.12 PROTECTION[NOT USED] 13 3.13 MAINTENANCE [NOT USED] 14 3.14 ATTACHMENTS [NOT USED] 15 END OF SECTION 16 Revision Log DATE NAME SUMMARY OF CHANGE 17 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 01 7839-1 PROJECT RECORD DOCUMENTS Page 1 of 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Sanitary Sewer Service Reports 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various Items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21 1,5 SUBMITTALS 22 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 23 City's Project Representative. 24 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 25 1.7 CLOSEOUT SUBMITTALS [NOT USED] 26 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27 1.9 QUALITY ASSURANCE 28 A. Accuracy of Records 29 1. Thoroughly coordinate changes within the Record Documents, making adequate 30 and proper entries on each page of Specifications and each sheet of Drawings and 3I other Documents where such entry is required to show the change properly. 32 2. Accuracy of records shall be such that future search for items shown in the Contract 33 Documents may rely reasonably on information obtained from the approved Project 34 Record Documents, CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 01 7839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible,to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completQly protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data,use means necessary to again secure the data 12 to the City's approval. 13 a. In such case,provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED[OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed,secure from the City,at no 22 charge to the Contractor,one(1)complete set of all Documents comprising the 23 Contract. 24 B. Final Record Documents 25 1. At a time nearing the completion of the Work and prior to Final Inspection,provide 26 the City one(1) complete set of all Final Record Drawings in the Contract. 27 2.3 ACCESSORIES [NOT USED] 28 2.4 SOURCE QUALITY CONTROL [NOT USED] 29 PART 3 - EXECUTION 30 3.1 INSTALLERS [NOT USED] 31 3.2 EXAMINATION [NOT USED] 32 3.3 PREPARATION [NOT USED] 33 3.4 MAINTENANCE DOCUMENTS 34 A. Maintenance of Job Set CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July I,2011 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 1. Immediately upon receipt of the job set, identify each of the Documents with the 2 title, "RECORD DOCUMENTS-JOB SET". 3 2. Preservation 4 a. Considering the Contract completion time,the probable number of occasions 5 upon which the job set must be taken out for new entries and for examination, 6 and the conditions under which these activities will be performed,devise a 7 suitable method for protecting the job set. 8 b. Do not use the job set for any purpose except entry of new data and for review 9 by the City,until start of transfer of data to final Project Record Documents. I0 c. Maintain the job set at the site of work. 11 3. Coordination with Construction Survey 12 a. At a minimum, in accordance with the intervals set forth in Section 01 7123, 13 clearly mark any deviations from Contract Documents associated with 14 installation of the infrastructure. 15 4. Making entries on Drawings 16 a. Record any deviations from Contract Documents. 17 b. Use an erasable colored pencil(not ink or indelible penciI),clearly describe the 18 change by graphic line and note as required. 19 c. Date all entries. 20 d. Call attention to the entry by a"cloud" drawn around the area or areas affected. 21 e. In the event of overlapping changes, use different colors for the overlapping 22 changes. 23 5. Conversion of schematic layouts 24 a. In some cases on the Drawings,arrangements of piping,ducts, and similar 25 items,are shown schematically and are not intended to portray precise physical 26 layout. 27 1) Final physical arrangement is determined by the Contractor, subject to the 28 City's approval. 29 2) However, design of future modifications of the facility may require 30 accurate information as to the final physical layout of items which are 31 shown only schematically on the Drawings. 32 b. Show on the job set of Record Drawings, by dimension accurate to within 1 33 inch,the centerline of each run of items. 34 1) final physical arrangement is determined by the Contractor,subject to the 35 City's approval. 36 2) Show, by symbol or note,the vertical location of the Item("under slab", "in 37 ceiling plenum", "exposed", and the like). 38 3) Make all identification sufficiently descriptive that it may be related 39 reliably to the Specifications. 40 c. The City may waive the requirements for conversion of schematic layouts 41 where, in the City's judgment,conversion serves no useful purpose. However, 42 do not rely upon waivers being issued except as specifically issued in writing 43 by the City. 44 B. Final Project Record Documents 45 1. Transfer of data to Drawings 46 a. Carefully transfer change data shown on the job set of Record Drawings to the 47 corresponding final documents, coordinating the changes as required. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 017839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 b. Clearly indicate at each affected detail and other Drawing a full description of 2 changes made during construction, and the actual location of items. 3 c. Call attention to each entry by drawing a"cloud" around the area or areas 4 affected. 5 d. Make changes neatly,consistently and with the proper media to assure 6 longevity and clear reproduction. 7 2. Transfer of data to other Documents 8 a. If the Documents, other than Drawings,have been kept clean during progress of 9 the Work, and if entries thereon have been orderly to the approval of the City, to the job set of those Documents,other than Drawings,will be accepted as final 11 Record Documents. 12 b. If any such Document is not so approved by the City, secure a new copy of that 13 Document from the City at the City's usual charge for reproduction and 14 handling,and carefully transfer the change data to the new copy to the approval 15 of the City. 16 3.5 REPAIR 1 RESTORATION [NOT USED] 17 3.6 RE-INSTALLATION [NOT USED] 18 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 19 3.8 SYSTEM STARTUP [NOT USED] 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 END OF SECTION 27 Revision Log DATE NAME SUMMARY OF CHANGE 28 CITY OF PORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'T'S City Project No.02739 Revised July 1,2011 3231 13-1 CHAIN LINK FENCE AND GATES Page 1 of 7 1 SECTION 32 3113 2 CHAIN LINK FENCE AND GATES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Galvanized coated chain link(non-security)fencing and accessories in accordance 7 with the City's Zoning Ordinance. 8 2. Wrought iron fencing and accessories 9 3. Steel tube fencing and accessories 10 4. On utility projects: I 1 a. When existing fence is within the project Site(i.e.parallel to the utility trench 12 and/or within utility easement)and is directly disturbed by construction 13 activities,fencing will be paid for as Iisted in Article 1.2 below. 14 b. When existing fence is crossing the proposed utility trench,the work performed 15 and materials furnished in accordance with fence replacement will be 16 considered subsidiary to the trench and no other compensation will be allowed. 17 c. When existing fence is outside of the limits of the project Site or is identified as 18 protected on the Drawings and is disturbed and/or by construction activities, 19 replacement will be at the expense of the Contractor and no other compensation 20 will be allowed. 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include,but are not necessarily limited to: 24 1. Division 0 -Bidding Requirements,Contract Forms,and Conditions of the Contract 25 2. Division 1 -General Requirements 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Chain Link Fence 29 a. Measurement 30 1) Measurement for this Item shall be subsidiary to the project. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under"Measurement"will be subsidiary to the 34 project for Chain Link Fence installed for various: 35 a) Heights 36 b) Fabric materials 37 c. Chain Link Fence subsidiary to the project shall include: 38 1) Furnishing and installing all fence and gate materials 39 2) Mow strip, if shown in Drawings 40 3) Cleanup 41 4) Hauling 42 2. Wrought Iron Fence 43 a. Measurement CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 323113-2 CHAIN LINK FENCE AND BATES Page 2 of 7 1 1) Measurement for this Item shall be subsidiary to the project. 2 b. Payment 3 1) The work performed and materials furnished in accordance with this Item 4 and measured as provided under"Measurement"will be subsidiary to the 5 project for Wrought Iron Fence installed for various heights. 6 c. Wrought Iron Fence subsidiary to the project shall include: 7 1) Furnishing and installing all fence and gate materials 8 2) Mow strip, if shown in Drawings 9 3) Cleanup 10 4) Hauling 11 3. Steel Tube Fence 12 a. Measurement 13 1) Measurement for this Item shall be subsidiary to the project. 14 b. Payment 15 1) The work performed and materials furnished in accordance with this Item 16 and measured as provided under"Measurement"will be subsidiary to the 17 project for Steel Tube Fence installed for various heights. 18 c. Steel Tube Fence subsidiary to the project shall include: 19 1) Furnishing and installing all fence and gate materials 20 2) Mow strip, if shown in Drawings 21 3) Cleanup 22 4) Hauling 23 1.3 REFERENCES 24 A. Reference Standards 25 1. Reference standards cited in this specification refer to the current reference standard 26 published at the time of the latest revision date logged at the end of this 27 specification, unless a date is specifically cited. 28 2. American Society for Testing and Materials(ASTM): 29 a. A 36, Standard Specification for Carbon Structural Steel 30 b. A 123, Standard Specification for Zinc(Hot-Dip Galvanized)Coatings on Iron 31 and Steel Products 32 c. A 392, Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric 33 d. A 500, Standard Specification for Cold-Formed Welded and Seamless Carbon 34 Steel Structural Tubing in Rounds and Shapes 35 e. F 626, Standard Specification for Fence Fittings 36 f. F 1043, Standard Specification for Strength and Protective Coatings on Steel 37 Industrial Chain Link Fence Framework 38 g. F 1083, Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated 39 (Galvanized)Welded, for Fence Structures 40 h. F 1183, Specification for Aluminum Alloy Chain Link Fence Fabric 41 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 42 1.5 ACTION SUBMITTALS 43 A. Shop drawings 44 1. Layout of fences and gates with dimensions,details, and finishes of components, 45 accessories and post foundations if requested by the City. 46 B. Product data CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 3231 13--3 CHAIN LINK FENCE AND GATES Page 3 of 7 1 1. Manufacturer's catalog cuts indicating material compliance and specified options. 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE INOT USED] 6 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART2- PRODUCTS 10 2.1 OWNER-FURNISHED [NOT USED] 11 2.2 MANUFACTURED UNITS/MATERIALS 12 A. Manufacturer 13 1. Minimum of 5 years of experience manufacturing galvanized coated chain link 14 fencing. 15 2. Approved Manufacturer or equal: 16 a. Allied Fence, Inc. 17 b. American Fence Corp. 18 c. Anchor Fence, Inc. 19 d. Master Halco,Inc. 20 B. Materials 21 1. Chain Link Fence 22 a. General 23 1) Posts,gate frames,braces,rails, stretcher bars,truss rods and tension wire 24 shall be of steel. 25 2) Gate hinges,post caps, barbed wire supporting arms,stretcher bar bands 26 and other parts shall be of steel,malleable iron,ductile iron or equal 27 3) Post tops,rail end,ties and clips may be of aluminum. 28 4) Use only new material,or salvaged/existing material if approved by City or 29 noted on Drawings. 30 b. Steel Fabric 31 1) Fabric 32 a) No. 9 gauge 33 b) 2-inch mesh 34 (1) Commercial: both top and bottom selvages twisted and barged 35 Residential: match existing or both top and bottom selvages knuckled 36 (2) Furnish l-piece fabric widths. 37 2) Fabric Finish. Galvanized,ASTM A 392, Class 1, with not less than 1.2 oz. 38 zinc per square foot of surface. 39 c. Aluminum Fabric 40 1) Fabric 41 a) ASTM F 1183 42 b) No. 9 gauge 43 c) 2-inch mesh, with both top and bottom selvages twisted and barged. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 3231 13-4 CHAIN LINK FENCE AND GATES Page 4 of 7 1 d) Furnish 1-piece fabric widths. 2 d. Steel Framing 3 1) Steel pipe-Type I 4 a) ASTM F 1083 5 b) Standard weight schedule 40 6 c) Minimum yield strength: 30,000 psi 7 d) Sizes as indicated 8 e) Hot-dipped galvanized with minimum average 1.8 oz/ft2 of coated 9 surface area 10 2) Steel pipe-Type 11 11 a) ASTM F 1043,Group IC 12 b) Minimum yield strength: 50,000 psi 13 c) Sizes as indicated on Drawings 14 d) Protective coating per ASTM F 1043 15 (1) External coating Type B 16 (a) Zinc with organic overcoat 17 (b) 0.9 oz/ft2 minimum zinc coating with chromate conversion 18 coating and verifiable polymer film 19 (2) Internal coating Type B 20 (a) Minimum 0.9 oz/ft2 zinc or Type D,zinc pigmented, 81 percent 21 nominal coating, minimum 3 mils 22 3) Formed steel ("C") sections: 23 a) Roll formed steel shapes complying with ASTM F 1043, Group 11 24 b) Minimum yield strength: 45,000 psi(310 MPa) 25 c) Sizes as indicated on Drawings 26 d) External coating per ASTM F 1043,Type A 27 (1) Minimum average 2.0 0z/ft2 of zinc per ASTM A 123 28 4) Steel square sections 29 a) ASTM A 500,Grade B 30 b) Minimum yield strength: 40,000 psi 31 c) Sizes as indicated on Drawings 32 d) Hot-dipped galvanized with minimum 1.8 oz/ft2 of coated surface area 33 e. Accessories 34 1) Chain link fence accessories 35 a) ASTM F 626 36 b) Provide items required to complete fence system. 37 c) Galvanize each ferrous metal item and finish to match framing. 38 2) Post caps 39 a) Formed steel or cast malleable iron weather tight closure cap for 40 tubular posts. 41 b) Provide 1 cap for each post. 42 c) Cap to have provision for barbed wire when necessary. 43 d) "C"shaped line post without top rail or barbed wire supporting arms do 44 not require post caps. 45 e) Where top rail is used, provide tops to permit passage of top rail. 46 3) Top rail and rail ends 47 a) 15/8 inch diameter galvanized round pipe for horizontal railing 48 b) Pressed steel per ASTM F626 49 c) For connection of rail and brace to terminal posts 50 4) Top rail sleeves CITY OF FORT WORTI i Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 3231 13-5 CHAIN LINK FENCE AND GATES Page 5 of 7 1 a) 7-inch expansion Sleeve with a minimum 0.137 inch wire diameter and 2 1.80 inch length spring, allowing for expansion and contraction of top 3 rail 4 5) Wire ties 5 a) 9 gauge galvanized steel wire for attachment of fabric to line posts 6 b) Double wrap 13 gauge for rails and braces. 7 c) Hog ring ties of 12-1/2 gauge for attachment 8 6) Brace and tension(stretcher bar)bands 9 a) Pressed steel 10 b) Minimum 300 degree profile curvature for secure fence post attachment 11 c) At square post provide tension bar clips. 12 7) Tension(stretcher)bars: 13 a) 1 piece lengths equal to 2 inches less than full height of fabric 14 b) Minimum cross-section of 3/16 inch x 3/4 inch 15 c) Provide tension (stretcher)bars where chain link fabric meets terminal 16 posts. 17 8) Tension wire 18 a) Galvanized coated steel wire,6 gauge, [0.192 inch] diameter wire 19 b) Tensile strength: 75,000 psi 20 9) Truss rods&tightener 21 a) Steel rods with minimum diameter of 5/16 inch 22 b) Capable of withstanding a tension of minimum 2,000 pounds 23 10) Nuts and bolts are galvanized. 24 2. Wrought Iron Fence: specified per Drawings. 25 3. Steel Tube Fence: specified per Drawings. 26 4. Setting Materials 27 a. Concrete 28 1) Minimum 28 day compressive strength of 3,000 psi 29 2) Bagged concrete allowed. 30 b. Drive Anchors 3I 1) Galvanized angles 32 2) ASTM A 36 steel 33 3) 1 inch x 1 inch x 30 inch galvanized shoe clamps to secure angles to posts. 34 2.3 ACCESSORIES [NOT USED] 35 2.4 SOURCE QUALITY CONTROL [NOT USED] 36 PART 3 - EXECUTION 37 3.1 INSTALLERS [NOT USED] 38 3.2 EXAMINATION 39 A. Verification of Conditions 40 1. Verify areas to receive fencing are completed to final grades and elevations. 41 2. Ensure property lines and legal boundaries of work are clearly established 42 3.3 PREPARATION [NOT USED] 43 3.4 INSTALLATION 44 A. Chain Link Fence Framing CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 323113-6 CHAIN LINK FENCE;AND GATES Page 6 of 7 1 1. Locate terminal post at each fence termination and change in horizontal or vertical 2 direction of 30 degrees or more. 3 2. Space line posts uniformly at 10 feet on center. 4 3. Set all posts in concrete 5 a. Drill holes in firm,undisturbed or compacted soil. 6 b. Drill hole diameter 4 times greater than outside dimension of post. 7 c. Set post bottom 24 inches below surface when in firm,undisturbed soil. 8 d. Excavate deeper as required for adequate support in soft and loose soils,and for 9 posts with heavy lateral loads. 10 c. Place concrete around posts in a continuous pour. Trowel finish around post. I l Slope to direct water away from posts. 12 4. Check each post for vertical and top alignment,and maintain in position during 13 placement and finishing operations. 14 5. Bracing 15 a. Install horizontal pipe brace at mid-height for fences 6 feet and taller,on each 16 side of terminal posts. 17 b. Firmly attach with fittings. 18 c. Install diagonal truss rods at these points. 19 d. Adjust truss rod, ensuring posts remain plumb. 20 6. Tension wire 21 a. Provide tension wire at bottom of fabric and at top, if top rail is not specified. 22 b. Install tension wire before stretching fabric and attach to each post with ties. 23 c. Secure tension wire to fabric with 12-1/2 gauge hog rings 24 inches on center. 24 7. Top rail 25 a. Install lengths,21 feet 26 b. Connect joints with sleeves for rigid connections for expansion/contraction. 27 8. Center Rails for fabric height 12 feet and taller. 28 a. Install mid rails between posts with fittings and accessories. 29 9. Bottom Rails: Install bottom rails between posts with fittings and accessories. 30 B. Chain Link Fabric Installation 31 1. Fabric 32 a. Install fabric on security side and attach so that fabric remains in tension after 33 pulling force is released. 34 b. Leave approximately 2 inches between finish grade and bottom selvage. 35 c. Attach fabric with wire ties to line posts at 15 inches on center and to rails, 36 braces, and tension wire at 24 inches on center. 37 2. Tension(stretcher)bars 38 a. Pull fabric taut. 39 b. Thread tension bar through fabric and attach to terminal posts with bands or 40 clips spaced maximum of 15 inches on center. 41 3. Accessories 42 a. Tie wires: Bend ends of wire to minimize hazard to persons and clothing. 43 b. Fasteners: Install nuts on side of fence opposite fabric side for added security. 44 c. Slats: Install slats in accordance with manufacturer's instructions. 45 C. Wrought Iron Installation: install per Drawings 46 D. Steel Tube Fence: install per Drawings CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 3231 13-7 CHAIN LINK FENCE AND GATES Page 7 of 7 1 3.5 REPAIR/RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING (NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 END OF SECTION 12 l , Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.LA.modified to describe when City would pay for fence replacement on utility projects 13 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSIRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 32 31 26- l WIRE FENCE AND GATES Page]of 5 1 SECTION 32 3126 2 WIRE FENCE AND GATES 3 PART1 - GENERAL 4 11 SUMMARY 5 A. Section Includes: 6 1. Furnish and construct fence of barbed or smooth wire. 7 2. On utility projects: 8 a. When existing fence is within the project Site(i.e.parallel to the utility trench 9 and/or within utility easement)and is directly disturbed by construction 10 activities, fencing will be paid for as listed in Article 1.2 below. 1 1 b. When existing fence is crossing the proposed utility trench,the work performed 12 and materials furnished in accordance with fence replacement will be 13 considered subsidiary to the trench and no other compensation will be allowed. 14 c. When existing fence is outside of the limits of the project Site or is identified as 15 protected on the Drawings and is disturbed and/or by construction activities, 16 replacement will be at the expense of the Contractor and no other compensation 17 will be allowed. 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include,but are not necessarily limited to: 21 1. Division 0 -Bidding Requirements, Contract Forms, and Conditions of the Contract 22 2. Division I - General Requirements 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Wire Fence 26 a. Measurement 27 1) Measurement for this Item shall be subsidiary to the project 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 and measured as provided under"Measurement"will be subsidiary to the 31 project for Wire fence installed for various: 32 a) Post types 33 b) Wire types 34 c) Number of Strands as specified in the Drawings 35 c. Wire Fence subsidiary to the project shall include: 36 1) Removal of existing fence and/or, unless specifically defined as a separate 37 pay item on Drawings 38 2) Furnishing,preparing, hauling, and installing Wire Fence 39 3) Excavation,backfilling,and disposal of surplus material 40 4) Removal and trimming of brush and tree limbs 41 2. Steel Gates 42 a. Measurement 43 1) Measurement for this Item shall be subsidiary to the project. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATfON DOCUMENTS City Project No.027939 Revised December 20,2012 323126-2 WIRE FENCE AND GA'Z'ES Page 2 of 5 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under"Measurement"will be subsidiary to the 4 project for Steel Gate by height. 5 c. Steel Cates subsidiary to the project shall include: 6 1) Removal of existing fence and/or gates, unless specifically defined as a 7 separate pay item on Drawings 8 2) Furnishing,preparing,hauling, and installing Steel Gates 9 3) Excavation,backfilling,and disposal of surplus material 10 4) Removal and trimming of brush and tree limbs 11 1.3 REFERENCES 12 A. Reference Standards 13 1. Reference standards cited in this specification refer to the current reference standard 14 published at the time of the latest revision date logged at the end of this 15 specification, unless a date is specifically cited. 16 2. American Society for Testing and Materials(ASTM): 17 a. A 702, Standard Specification for Steel Fence Posts and Assemblies, Hot 18 Wrought 19 b. A 121, Standard Specification for Metallic-Coated,Carbon Steel Barbed Wire 20 c. A 116, Standard Specification for Metallic-Coated, Steel Woven Wire Fence 21 Fabric 22 d. F 1083, Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated 23 (Galvanized) Welded, for Fence Structures 24 3. American Wood Protection Association(A WPA) 25 a. P8/P9, Standard for Oil-Borne Preservatives 26 b. C5, Fence Posts-Preservative Treatment by Pressure Processes 27 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 28 1.5 ACTION SUBMITTALS [NOT USED] 29 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE [NOT USED] 33 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 34 1.11 FIELD [SITE] CONDITIONS [NOT USED] 35 1.12 WARRANTY [NOT USED] 36 PART 2- PRODUCTS 37 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 38 2.2 MATERIALS 39 A. Furnish materials in accordance with details shown on the Drawings and with the 40 following requirements. 41 B. Metal Posts and Braces CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 323126-3 WIRE FENCE AND GATES Page 3 of 5 1 1. Steel Pipe: ASTM F 1083 2 2. T posts: ASTM A 702 3 3. Use only new steel. Do not use rerolled or open-seam material. 4 4. Furnish galvanized steel sections in ASTM F 1083. 5 5. Painting 6 a. Use an approved anticorrosive coating. 7 b. After installation of painted posts and braces, spot-coat damaged areas with the 8 same paint color. 9 c. Use paint with at least the same anticorrosive properties as the original paint. 10 6. Use the size, weight, and area of posts, braces,and anchor plates shown on the 11 Drawings. 12 C. Wood Posts and Braces 13 1. Untreated Wood:cedar or juniper timber 14 2. Treated Wood 15 a. AWPA standards govern materials and methods of treatments including 16 seasoning,preservatives, and inspection for treatment. 17 b. Each piece or bundle of other treated-timber products must have: 18 1) Legible brand mark or tag indicating the name of the treater 19 2) Date of treatment or lot number 20 3) AWPA treatment specification symbol 2I c. Provide the level of preservative indicated in Table 1. 22 Table 1 23 Minimum Retention of Preservative Penta- Product chlorophenol AWPA (]b./cu.rQ Standard AWPA for Preservative (P8/P9) Treatment Standard Wife fence posts d D.4 CS roun 24 1.Retention determined by assay(0 to 1.0-inch zone). 25 3. Use sound timber that is free from decay,shakes, splits, or other defects that would 26 weaken the posts or braces or otherwise make them structurally unsuitable for the 27 purposes intended. 28 4. Knots that are sound,tight,trimmed flush, and not in clusters will be allowed, 29 provided they do not exceed 1/3 of the small diameter or the least dimension of the 30 posts and braces. 31 5. Remove spurs and splinters, cutting the ends square. 32 D. Gates and Gateposts: Furnish materials to the required dimensions. 33 E. Barbed and Smooth Wire: ASTM A 121, Class 1 34 1. Use wire consisting of 2 strand, 12 112 gauge,twisted wire 35 2. Barbed Wire: 2-point 14 gauge barbs spaced no more than 5 inches apart 36 F. Wire Mesh: ASTM A 116,Class 1 37 1. Top and bottom wires: at least 10 gauge wire 38 2. Intermediate wires and vertical stays: 12 I/2 gauge wire CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 3231 26-4 WIRE FENCE AND GATES Page 4 of 5 G. Miscellaneous 2 1. Furnish galvanized bolts,nuts, washers, braces, straps, and suitable devices for 3 holding barbed wire and wire mesh firmly to metal posts. 4 2. Use material of good commercial quality and design. 5 3. Provide galvanized staples, at least 1 112 inch long. 6 H. Concrete 7 1. Minimum 28 day compressive strength of 3,000 psi 8 2. Bagged concrete allowed. 9 2.3 ACCESSORIES [NOT USED] 10 2.4 SOURCE QUALITY CONTROL [NOT USED] 11 PART 3- EXECUTION 12 3.1 INSTALLERS [NOT USED] 13 3.2 EXAMINATION [NOT USED] 14 3.3 PREPARATION [NOT USED] 15 3.4 INSTALLATION 16 A. Space fence posts as shown on the Drawings or to match existing. 17 B. Set fence posts plumb and firm at the intervals, depth, and grade shown on the 18 Drawings or to match existing. 19 C. Brace corner and pull posts in 2 directions. 20 D. Brace end posts and gateposts in I direction. 21 E. Install a corder post where the alignment changes 30 degrees or more. 22 F. At alignment angles between 15 and 30 degrees,brace the angle post to the adjacent 23 line posts with diagonal tension wires. 24 G. At grade depressions where stresses tend to pull posts out of the ground,snub or guy 25 the fencing at the critical point with a double 9 gauge galvanized wire. 26 H. Connect the wire to the top horizontal line of the barbed wire or to the top and bottom 27 wire or wire mesh fabric, and to a deadman weighing at least 100 pounds. 28 1. Stretch the fence before guying and snubbing. 29 J. Install number stands at spacing shown in Drawings. 30 K. Install corner, end, or angle post assembly before stretching the wire between posts. 31 L. Connect existing cross fences to the new fences and corner posts at junctions with 32 existing fences. 33 M. While drawing barbed wire and wire fabric taut,fasten to posts using galvanized ties or 34 staples,or as shown on the Drawings. 35 N. Install pull post assemblies at 500 feet intervals for steel posts and at 1,000 feet 36 intervals for wood posts. 37 D. Drive metal line posts provided driving does not damage the posts. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 323126-5 WIRE FENCE AND GATES Page 5 of 5 I P. Set metal corners, ends, pull posts, and braces in concrete footings a minimum of 24 2 inches and crowned at the top to shed water. 3 Q. Thoroughly tamp backfill in 4 inch layers. 4 R. Notch timber posts. 5 3.5 REPAIR/RESTORATION [NOT USED] 6 3.6 RE-INSTALLATION [NOT USED] 7 3.7 FIELD QUALITY CONTROL [NOT USED] 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 3.10 CLEANING [NOT USED] 11 3.11 CLOSEOUT ACTIVITIES [NOT USED] 12 3.12 PROTECTION [NOT USED] 13 3.13 MAINTENANCE [NOT USED] 14 3.14 ATTACHMENTS [NOT USED] 15 16 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.1.A.modified to describe when City would pay for fence replacement on utility projects 17 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 323129-1 WOOD FENCE AND GATES Page 1 of 5 1 SECTION 32 3129 2 WOOD FENCE AND GATES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Construction of wood fences and gates along boundaries,property lines in 7 accordance with the City's Zoning Ordinance. 8 2. On utility projects: 9 a. When existing fence is within the project Site(i.e. paralIel to the utility trench 10 and/or within utility easement)and is directly disturbed by construction I 1 activities, fencing will be paid for as listed in Article 1.2 below. 12 b. When existing fence is crossing the proposed utility trench,the work performed 13 and materials furnished in accordance with fence replacement will be 14 considered subsidiary to the trench and no other compensation will be allowed. 15 c. When existing fence is outside of the limits of the project Site or is identified as 16 protected on the Drawings and is disturbed and/or by construction activities, 17 replacement will be at the expense of the Contractor and no other compensation 18 will be allowed. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract 23 2. Division 1 -GeneraI Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Measurement 27 a. Measurement for this Item shall be subsidiary to the project. 28 2. Payment 29 a. The work performed and materials furnished in accordance with this Item and 30 measured as provided under"Measurement"will be subsidiary to the project 31 for Wood Fence installed for by height. 32 3. Wood Fences and Gates subsidiary to the project shall include: 33 a. Furnishing all materials for fence and gates 34 b. All preparation, erection and installation of materials 35 1.3 REFERENCES 36 A. Reference Standards 37 1. Reference standards cited in this specification refer to the current reference standard 38 published at the time of the latest revision date logged at the end of this 39 specification,unless a date is specifically cited. 40 2. American Society for Testing and Materials(ASTM): CITY OF FORT WORTH Sanitary Server Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 323129-2 WOOD FENCE AND GATES Page 2 of 5 1 a. A 123, Standard Specification for Zinc(Hot-Dip Galvanized)Coatings on Iron 2 and Steel Products 3 b. A 500, Standard Specification for Cold-Formed Welded and Seamless Carbon 4 Steel Structural Tubing in Rounds and Shapes 5 c. F 1043, Standard Specification for Strength and Protective Coatings on Steel 6 Industrial Chain Link Fence Framework 7 d. F 1083, Standard Specification for Pipe, Steel,Hot-Dipped Zinc-Coated 8 (Galvanized)Welded, for Fence Structures 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS 11 A. Shop drawings: Layout offences and gates with dimensions, details, and finishes of 12 components, accessories and post foundations 13 B. Product data: Manufacturer's catalog cuts indicating material compliance and specified 14 options 15 C. Building Permit: All fences over 6 feet 16 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 17 1.7 CLOSEOUT SUBMITTALS [NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE [NOT USED] 20 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 21 1.11 FIELD [SITE] CONDITIONS [NOT USED] 22 1.12 WARRANTY [NOT USED] 23 PART 2 - PRODUCTS 24 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 25 2.2 MATERIALS 26 A. General 27 1. Gate hinges and post caps shall be of steel,malleable iron,ductile iron or equal. 28 2. Post tops may be of aluminum. 29 B. Slats: Redwood or cedar free from all major decay or defects which would weaken or 30 otherwise cause them to be unsuitable for fence slats. 31 C. Bottom and Top Rail: Minimum 2-inch x 4-inch x 8-foot cedar stud or match existing. 32 D. Corner,Gate, End,or Line Posts 33 1. Wood Posts 34 a. Minimum size: 4-inch x 4-inch cedar wood post or match existing 35 b. Free from all decay, splits,multiple cracks,or any other defect which would 36 weaken the posts or otherwise cause them to be structurally unsuitable for the 37 purpose intended 38 2. Steel Posts 39 a. Steel pipe-Type I CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 323129-3 WOOD FENCE AND GATES Page 3 of 5 1 1) ASTM F 1083 2 2) Standard weight schedule 40 3 3) Minimum yield strength: 30,000 psi 4 4) Sizes as indicated on Drawings 5 5) Hot-dipped galvanized with minimum average 1.8 oz1ft2 of coated surface 6 area. 7 b. Steel pipe-Type 11 8 1) ASTM F 1043, Group IC 9 2) Minimum yield strength: 50,000 psi 10 3) Sizes as indicated on Drawings 11 4) Protective coating per ASTM F 1043 12 5) External coating Type B 13 a) Zinc with organic overcoat 14 b) 0.9 oz/ft2 minimum zinc coating with chromate conversion coating and 15 verifiable polymer film 16 6) Internal coating Type B 17 a) Minimum 0.9 oz/f1:2 zinc or Type D, zinc pigmented, 81 percent 18 nominal coating, minimum 3 mils 19 c. Formed steel("C") sections 20 1) Roll formed steel shapes complying with ASTM F 1043, Group II 21 2) Minimum yield strength: 45,000 psi(310 MPa) 22 3) Sizes as indicated on Drawings 23 4) External coating per ASTM F 1043, Type A 24 a) Minimum average 2.0 oz/ft2 of zinc per ASTM A 123 25 d. Steel square sections 26 1) ASTM A 500, Grade B 27 2) Minimum yield strength: 40,000 psi 28 3) Sizes as indicated 29 4) Hot-dipped galvanized with minimum 1.8 oz/ft2 of coated surface area 30 3. Accessories 31 a. Post caps 32 1) Formed steel or cast malleable iron weather tight closure cap for tubular 33 posts. 34 2) Provide one cap for each post. 35 3) Cap to have provision for barbed wire when necessary. 36 4) "C"shaped line post without top rail or barbed wire supporting arms do not 37 require post caps. 38 5) Where top rail is used,provide tops to permit passage of top rail. 39 4. Setting Materials 40 a. Concrete 41 1) Minimum 28 day compressive strength of 3,000 psi 42 2) Bagged concrete allowed. 43 2.3 ACCESSORIES [NOT USED] 44 2.4 SOURCE QUALITY CONTROL [NOT USED] 45 PART 3- EXECUTION 46 3.1 INSTALLERS [NOT USED] CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 323129-4 WOOD FENCE AND GATES Page 4 of 5 1 3.2 EXAMINATION 2 A. Verification of Conditions 3 1. Verify areas to receive fencing are completed to final grades and elevations. 4 2. Ensure property lines and legal boundaries of work are clearly established. 5 3.3 PREPARATION [NOT USED] 6 3.4 INSTALLATION 7 A. Wood Fence Framing 8 1. Steel Posts are required for all required screening fences. 9 2. Locate terminal post at each fence termination and change in horizontal or vertical 10 direction of 30 degrees or more. 11 3. Space line posts uniformly at 10 feet on center. 12 4. Set all posts in concrete. 13 a. Drill holes in firm, undisturbed or compacted soil. 14 b. Drill hole diameter 4 times greater than outside dimension of post(minimum 15 12 inches). 16 c. Set post bottom 24 inches below surface when infirm, undisturbed soil. 17 d. Excavate deeper as required for adequate support in soft and loose soils,and 18 for posts with heavy lateral loads. 19 e. Place concrete around posts in a continuous pour. 20 f. Trowel finish around post. Slope to direct water away from posts. 21 5. Check each post for vertical and top alignment, and maintain in position during 22 placement and finishing operations. 23 B. Slats 24 1. Place slats approximately 1 inch above the ground,and on a straight grade between 25 posts by excavating high points of the ground. 26 2. Fasten slats to top and bottom railings with 2 galvanized screws designed for wood 27 fence construction at both the top and bottom rail. 28 3.5 REPAIRIRESTORATION [NOT USED] 29 3.6 RE-INSTALLATION [NOT USED] 30 3,7 FIELD QUALITY CONTROL [NOT USED] 31 3.8 SYSTEM STARTUP [NOT USED] 32 3.9 ADJUSTING [NOT USED] 33 310 CLEANING [NOT USED] 34 3.11 CLOSEOUT ACTIVITIES [NOT USED] 35 3.12 PROTECTION [NOT USED] 36 3.13 MAINTENANCE [NOT USED] 37 3.14 ATTACHMENTS [NOT USED] 38 END OF SECTION 39 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 323129-5 WOOD FENCE AND CATES Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.1.A.modified to describe when City would pay for fence replacement on utility projects 1 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 3291 19-1 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 1 of 3 I SECTION 32 9119 2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnish and place topsoil to the depths and on the areas shown on the Drawings. 7 B. Deviations from this City of Fort Worth Standard Specification 8 L None. 9 C. Related Specification Sections include but are not necessarily limited to 10 1. Division 0- Bidding Requirements, Contract Forms,and Conditions of the Contract 11 2, Division I -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Measurement 15 a. Measurement for this Item shall be subsidiary to the project. 16 2. Payment 17 a. The work performed and materials furnished in accordance with this Item and I8 measured as provided under"Measurement"will be subsidiary to the project. 19 b. All excavation required by this Item in cut sections shall be subsidiary to the 20 project,regardless of the manipulations involved. 21 3. This shall include: 22 a. Furnishing Topsoil 23 b. Loading 24 c. Hauling 25 d. Placing 26 1.3 REFERENCES INOT USED] 27 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 28 1.5 ACTION SUBMITTALS [NOT USED] 29 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE [NOT USED] 33 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 34 1.11 FIELD [SITE] CONDITIONS [NOT USED] 35 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 3291 19-2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 2 of 3 1 PART2- PRODUCTS 2 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 3 2.2 MATERIALS 4 A. Topsoil 5 1. Use easily cultivated, fertile topsoil that: 6 a. Is free from objectionable material including subsoil,weeds, clay lumps, non- 7 soil materials, roots, stumps or stones Iarger than 1.5 inches 8 b. Has a high resistance to erosion 9 c. Is able to support plant growth 10 2. Secure topsoil from approved sources. 11 3. Topsoil is subject to testing by the City. 12 4. pH: 5.5 to 8.5. 13 5. Liquid Limit: 50 or less 14 6. Plasticity Index: 20 or less 15 7. Gradation:maximum of 10 percent passing No. 200 sieve 16 B. Water: Clean and free of industrial wastes and other substances harmful to the growth 17 of vegetation 18 2.3 ACCESSORIES [NOT USED] 19 2.4 SOURCE QUALITY CONTROL [NOT USED] 20 PART 3- EXECUTION 21 3.1 INSTALLERS [NOT USED] 22 3.2 EXAMINATION [NOT USED] 23 3.3 PREPARATION [NOT USED] 24 3.4 INSTALLATION 25 A. Finishing of Parkways 26 1. Smoothly shape parkways, shoulders,slopes, and ditches. 27 2. Cut parkways to finish grade prior to the placing of any improvements in or 28 adjacent to the roadway. 29 3. In the event that unsuitable material for parkways is encountered,extend the depth 30 of excavation in the parkways 6 inches and backfill with top soil. 31 4. Mabe standard parkway grade perpendicular to and draining to the curb line. 32 a. Minimum: 114 inch per foot 33 b. Maximum: 4:1 34 c. City may approve variations from these requirements in special cases. 35 5. Whenever the adjacent property is lower than the design curb grade and runoff 36 drains away from the street,the parkway grade must be set level with the top of the 37 curb. 38 6. The design grade from the parkway extends to the back of the walk line. 39 7. From that point(behind the walk),the grade may slope up or down at maximum 40 slope of 4:1. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 3291 19-3 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 3 of 3 1 B. Placing of Topsoil 2 1. Spread the topsoil to a uniform loose cover at the thickness specified. 3 2. Place and shape the topsoil as directed. 4 3. Hand rake finish a minimum of 5 feet from all flatwork. 5 4. Tamp the topsoil with a light roller or other suitable equipment. 6 3.5 REPAIR/RESTORATION] [NOT USED] 7 3.6 RE-INSTALLATION [NOT USED] 8 3.7 FIELD QUALITY CONTROL]NOT USED] 9 3.8 SYSTEM STARTUP [NOT USED] 10 3.9 ADJUSTING [NOT USED] 11 3.10 CLEANING [NOT USED] 12 3.11 CLOSEOUT ACTIVITIES [NOT USED] 13 3.12 PROTECTION [NOT USED] 14 3.13 MAINTENANCE [NOT USED] 15 3.14 ATTACHMENTS [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 1$ CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 329213-1 HYDROMULCI-IING,SEEDING AND SODDING Page I of 8 1 SECTION 32 92 13 2 HYDROMULCHING, SEEDING AND SODDING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnishing and installing grass sod and permanent seeding as shown on Drawings, 7 or as directed. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: I 1 1. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract 12 2. Division 1 -General Requirements 13 3. ,Section 32 91 19—Topsoil Placement and Finishing of Parkways 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Block Sod Placement 17 a. Measurement 18 1) Measurement for this Item shall be subsidiary to the project. 19 b. Payment 20 1) The work performed and materials furnished in accordance with this Item 21 and measured as provided under"Measurement"will be subsidiary to the 22 project. 23 c. This shall include: 24 1) Furnishing and placing all sod 25 2) Rolling and tamping 26 3) Watering(until established) 27 4) Disposal of surplus materials 28 2. Seeding 29 a. Measurement 30 1) Measurement for this Item shall be subsidiary to the project. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under"Measurement"will be subsidiary to the 34 project for various installation methods. 35 c. This shall include: 36 1) Furnishing and placing all Seed 37 2) Furnishing and applying water for seed fertilizer 38 3) Slurry and hydraulic mulching 39 4) Fertilizer 40 5) Watering and mowing(until established) 41 6) Disposal of surplus materials 42 3. Mowing 43 a. Measurement CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 329213-2 HYDROMULCHING,SEEDING AND SODDING Page 2 of 8 1 1) Measurement for this Item is subsidiary to the project. 2 b, Payment 3 1) The work performed and materials furnished in accordance with this Item 4 and measured as provided under"Measurement"will be subsidiary to the 5 project, 6 1.3 REFERENCES [NOT USED] 7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 8 1,5 ACTION SUBMITTALS [NOT USED] 9 1.6 INFORMATIONAL SUBMITTALS 10 A. Seed 11 1. Vendors' certification that seeds meet Texas State seed law including: 12 a. Testing and labeling for pure live seed(PLS) 13 b. Name and type of seed 14 2. All seed shall be tested in a laboratory with certified results presented to the City in 15 writing,prior to planting. 16 3. All seed to be of the previous season's crop and the date on the container shall be 17 within 12 months of the seeding date. 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY, STORAGE,AND HANDLING 22 A. Block Sod 23 1. Protect from exposure to wind, sun and freezing. 24 2. Keep stacked sod moist. 25 B. Seed 26 1. If using native grass or wildflower seed, seed must have been harvested within 100 27 miles of the construction site. 28 2. Each species of seed shall be supplied in a separate, labeled container for 29 acceptance by the City. 30 C. Fertilizer 31 1. Provide fertilizer labeled with the analysis. 32 2. Conform to Texas fertilizer law. 33 1.11 FIELD [SITE] CONDITIONS [NOT USED] 34 1.12 WARRANTY [NOT USED] 35 PART 2 - PRODUCTS [NOT USED] 36 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 37 2.2 MATERIALS AND EQUIPMENT 38 A. Materials CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 329213-3 HYDROMULCHING,SEEDING AND SODDING Page 3 of 8 1 1, Block Sod 2 a. Sod Varieties (match existing if applicable) 3 1) "Stenotaphrum secundatum" (St. Augustine grass) 4 2) "Cynodon dactylon" (Common Bermudagrass) 5 3) 'Buchloe dactyloides" (Buffalograss) 6 4) an approved hybrid of Common Bermudagrass 7 5) or an approved Zoysiagrass 8 b. Sod must contain stolons, leaf blades,rhizomes and roots. 9 c. Sod shall be alive,healthy and free of insects,disease, stones, undesirable 10 foreign materials and weeds and grasses deleterious to its growth or which 11 might affect its subsistence or hardiness when transplanted. 12 d. Minimum sod thickness: 3/4 inch 13 e. Maximum grass height: 2 inches 14 f. Acceptable growing beds 15 1) St.Augustine grass sod: clay or clay loam topsoil 16 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils 17 g. Dimensions 18 1) Machine cut to uniform soil thickness. 19 2) Sod shall be of equal width and of a size that permits the sod to be lifted, 20 handled and rolled without breaking. 21 h. Broken or torn sod or sod with uneven ends shall be rejected. 22 2. Seed 23 a. General 24 1) Plant all seed at rates based on pure live seed(PLS) 25 a) Pure Live Seed(PLS)determined using the formula: 26 (1) Percent Pure Live Seed=Percent Purity x[(Percent Germination+ 27 Percent Firm or Hard Seed)+ 100] 28 2) Availability of Seed 29 a) Substitution of individual seed types due to lack of availability may be 30 permitted by the City at the time of planting. 31 b) Notify the City prior to bidding of difficulties locating certain species. 32 3) Weed seed 33 a) Not exceed ten percent by weight of the total of pure live seed(PLS) 34 and other material in the mixture 35 b) Seed not allowed: 36 (1) Johnsongrass 37 (2) Nutgrass seed 38 4) Harvest seed within 1-year prior to planting 39 b. Non-native Grass Seed 40 1) Plant between April 15 and September 10 41 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 25 Bermuda(unhulIed) Cynodon dactylon 85 90 75 Bermuda(hulled) Cynodon dactylon 95 90 42 43 2) Plant between September 10 and April 15 44 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 3292 13.4 HYDROMULCHING,SEEDING AND SODDING Page 4 of 8 220 Rye Grass lolium multiflorum 85 90 75 Bermuda(unhulled) cynodon dactylon 95 90 1 2 c. Native Grass Seed 3 1) Plant between February 1 and October 1. 4 Lbs.PLS/Acre Common Name Botanical Name 1.6 Green Sprangletop Leptochloa dubia 5.5 Sideoats Grama* Bouteloua curtipendula 3.7 Little Bluestein* Schizachyrium scoparium 17.0 Buffalograss Buchloe dactyloides 1.8 Indian Grass* Sorghastrum nutans 0.5 Sand Lovegrass* Eragrostis trichodes 6.0 Big Bluestein Andropogon gerardii 8.0 Eastern Grama Tripscacum dactyloides 1.2 Blue Grama Bouteloua gracilis 1.8 Switchgrass Panicum virgatum 10.0 Prairie Wildrye* Elymus canadensis 5 6 d. Wildflower Seed 7 1) Plant between the following: 8 a) March 5 and May 31 9 b) September 1 and December 1 10 Lbs.PLS/Acre Common Name Botanical Name 3.0 Bush Sunflower Sinsia calva 5.0 Butterfly Weed Aselepias tuberosa 2.0 CIasping Coneflower* Rudbeckia amplexicaulis 3.0 Golden-Wave Coreopsis basalis 13.4 Illinois Bundleflower Desmanthus illinoensis 13.6 Partridge Pea Cassia,fasciculate 2.0 Prairie Verbena Verbena bipinnatifada 8.0 Texas Yellow Star Lindheimeri texana 8.0 Winecup Callirhoe involerata 2,0 Black-eyed Susan Rudbeckia hirta 18.0 Cutleaf Daisy Engelmannia pinnatifida 2.0 Obedient Plant Physostegia intermedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis Coreopsis tinctoria 8.0 Scarlet Sage Salvia coccinea 1 I *not to be planted within ten feet of a road or parking lot or within three feet of a 12 walkway 13 14 e. Temporary Erosion Control Seed 15 1) Consist of the sowing of cool season plant seeds. 16 3. Mulch 17 a. For use with conventional mechanical or hydraulic planting of seed. 18 b. Wood cellulose fiber produced from virgin wood or recycled paper-by-products 19 (waste products from paper mills or recycled newspaper). 20 c. No growth or germination inhibiting factors, 21 d. No more than ten percent moisture, air dry weight basis. 22 e. Additives: binder in powder form. CI'T'Y OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 329213-5 HYDROMULCHING,SEEDING AND SODDING Page 5 of 8 1 f. Form a strong moisture retaining mat. 2 4. Fertilizer 3 a. Acceptable condition for distribution 4 b. Applied uniformly over the planted area 5 c. Analysis 6 1) 16-20-0 7 2) 16-8-8 8 d. Fertilizer rate: 9 ]) Not required for wildflower seeding 10 2) Newly established seeding areas- ]00 pounds of nitrogen per acre 11 3) Established seeding areas- 150 pounds of nitrogen per acre 12 5. Topsoil: See Section 32 91 19. 13 6. Water:clean and free of industrial wastes or other substances harmful to the 14 germination of the seed or to the growth of the vegetation. 15 7. Soil Retention Blanket 16 a. "Curlex I" from American Excelsior, 900 Ave.H East, Post Office Box 5624, 17 Arlington,Texas 76001, 1-800-777-SOIL or approved equal. 18 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL [NOT USED] 21 PART 3- EXECUTION [NOT USED] 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION INOT USED] 24 3.3 PREPARATION 25 A. Surface Preparation: clear surface of all material including: 26 1. Stumps,stones,and other objects larger than one inch. 27 2. Roots,brush,wire, stakes, etc. 28 3. Any objects that may interfere with seeding or maintenance. 29 B. Tilling 30 1. Compacted areas.till 1 inch deep 31 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less 32 seed/water run-off 33 3. Areas near trees: Do not till deeper than 1/2 inch inside "drip line" of trees. 34 3.4 INSTALLATION 35 A. Block Sodding 36 1. General 37 a. Place sod between curb and walk and on terraces that is the same type grass as 38 adjacent grass or existing lawn. 39 b. Plant between the average last freeze date in the spring and 6 weeks prior to the 40 average first freeze in the fall. 41 2. Installation CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 329213-6 HYDROMULCHING,SEEDING AND SODDING Page 6 of 8 1 a. Plant sod specified after the area has been completed to the lines and grades 2 shown on the Drawings with 6 inches of topsoil. 3 b. Use care to retain native soil on the roots of the sod during the process of 4 excavating,hauling and planting. 5 c. Keep sod material moist from the time it is dug until planted. 6 d. Place sod so that the entire area designated for sodding is covered. 7 c. Fill voids left in the solid sodding with additional sod and tamp. 8 f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform 9 slope, t0 g. Peg sod with wooden pegs(or wire staple) driven through the sod block to the 11 firm earth in areas that may slide due to the height or slope of the surface or 12 nature of the soil. 13 3. Watering and Finishing 14 a. Furnish water as an ancillary cost to Contractor by means of temporary 15 metering/irrigation,water truck or by any other method necessary to achieve 16 an acceptable stand of turf as defined in 3.13.13. 17 b. Thoroughly water sod immediately after planted. 18 c. Water until established. 19 d. Generally, an amount of water that is equal to the average amount of rainfall 20 plus 112 inch per week should be applied until accepted. If applicable, plant 21 large areas by irrigation zones to ensure areas are watered as soon as they are 22 planted. 23 B. Seeding 24 1. General 25 a. Seed only those areas indicated on the Drawings and areas disturbed by 26 construction. 27 b. Mark each area to be seeded in the field prior to seeding for City approval. 28 2. Broadcast Seeding 29 a. Broadcast seed in 2 directions at right angles to each other. 30 b. Harrow or rake lightly to cover seed. 31 c. Never cover seed with more soil than twice its diameter. 32 d. For wildflower plantings: 33 1) Scalp existing grasses to 1 inch 34 2) Remove grass clippings, so seed can make contact with the soil. 35 3. Mechanically Seeding(Drilling): 36 a. Uniformly distribute seed over the areas shown on the Drawings or as directed. 37 b. All varieties of seed and fertilizer may be distributed at the same time provided 38 that each component is uniformly applied at the specified rate. 39 c. Drill seed at a depth of 114 inch to 318 inch utilizing a pasture or rangeland type 40 drill. 41 d. Drill on the contour of slopes 42 e. After planting roll with a roller integral to the seed drill,or a corrugated roller 43 of the "Cultipacker" type. 44 f. Roll slope areas on the contour. 45 4. Hydromulching 46 a. Mixing: Seed, mulch,fertilizer and water may be mixed provided that: 47 1) Mixture is uniformly suspended to forma homogenous slurry. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'rs City Project No.02739 Revised December 20,2012 329213-7 HYDROMULCHING,SEEDING AND SODDING Page 7 of 8 1 2) Mixture forms a blotter-like ground cover impregnated uniformly with 2 grass seed. 3 3) Mixture is applied within 30 minutes after placed in the equipment. 4 b. Placing 5 1) Uniformly distribute in the quantity specified over the areas shown on the 6 Drawings or as directed. 7 5. Fertilizing: uniformly apply fertilizer over seeded area. 8 6. Watering 9 a. Furnish water by means of temporary metering/irrigation,water truck or by 10 any other method necessary to achieve an acceptable stand of turf as defined in 11 3.13.13. 12 b. Water soil to a minimum depth of 4 inches within 48 hours of seeding. 13 c. Water as direct by the City at least twice daily for 14 days after seeding in such 14 a manner as to prevent washing of the slopes or dislodgement of the seed. 15 d. Water until final acceptance. 16 e. Generally, an amount of water that is equal to the average amount of rainfall 17 plus 1/2 inch per week should be applied until accepted. 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. Block Sodding 28 1. Water and mow sod until completion and final acceptance of the Projector as 29 directed by the City. 30 2. Sod shall not be considered finally accepted until the sod has started to peg clown 31 (roots growing into the soil)and is free from dead blocks of sod. 32 B. Seeding 33 1. Water and mow sod until completion and final acceptance of the Project or as 34 directed by the City. 35 2. Maintain the seeded area until each of the following is achieved: 36 a. Vegetation is evenly distributed 37 b. Vegetation is free from bare areas 38 3. Turf will be accepted once fully established. 39 a. Seeded area must have 100 percent growth to a height of 3 inches with 1 mow 40 cycle performed by the Contractor prior to consideration of acceptance by the 41 City. 42 C. Rejection CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 329213-8 HYDROMULCHING,SEEDING AND SODDING Page 8 of 8 1 1. City may reject block sod or seeded area on the basis of weed populations. 2 3.14 ATTACHMENTS [NOT USED] 3 END OF SECTION 4 Revision.Log DATE NAME SUMMARY OF CHANGE 5 CITY OF FORT WOR'T'H Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 330131 -1 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION Page 1 of 7 1 SECTION 33 0131 2 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements and procedures for Closed Circuit Television(CCTV)Inspection of 7 sanitary sewer or storm sewer mains 8 2. For sanitary sewer projects all(existing:Pre-CCTV,proposed: Post-CCTV)main 9 shall be inspected. 10 3. For sanitary sewer projects all(existing: Pre-CCTV,proposed: Post-CCTV)laterals 11 up to 10-foot away from the main shall be inspected. 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms,and Conditions of the 16 Contract 17 2. Division 1 —General Requirements 18 3. Section 33 03 10—Bypass Pumping of Existing Sewer Systems 19 4. Section 33 04 50—Cleaning of Sewer Mains 20 5. Section 0132 16--Construction Progress Schedule 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Pre-CCTV Inspection 23 1. Measurement 24 a. Measurement for this Item will be by the linear foot of line televised for CCTV 25 Inspection performed prior to any line modification or replacement determined 26 from the distance recorded on the video log. 27 2. Payment 28 a. The work performed and materials furnished in accordance with this Item and 29 measured as provided under"Measurement"will be paid for at the unit price 30 bid per linear foot for"Are-CCTV Inspection". 31 1) Contractor will not be paid for unaccepted video. 32 3. The price bid shalI include: 33 a. Mobilization 34 b. Cleaning 35 c. Digital file 36 B_ Post-CCTV Inspection 37 1. Measurement 38 a. Measurement for this Item will be by the linear foot of line televised for CCTV 39 Inspection performed following repair or installation determined from the 40 distance recorded on the video log. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised March 3,2016 330131-2 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION Page 2 of 7 1 2. Payment 2 a. The work performed and materials furnished in accordance with this Item and 3 measured as provided under"Measurement"will be paid for at the unit price 4 bid per linear foot for"Post-CCTV Inspection". 5 1) Contractor will not be paid for unaccepted video. 6 3. The price bid shall include: 7 a. Mobilization 8 b. Cleaning 9 c. Digital file 10 1.3 REFERENCES 11 A. Reference Standards 12 1. Reference standards cited in this Specification refer to the current reference 13 standard published at the time of the latest revision date logged at the end of this 14 Specification,unless a date is specifically cited. 15 2. City of Fort Worth Water Department 16 a. City of Fort Worth Water Department CCTV Inspection and Defect Coding 17 Program(CCTV Manual). The CCTV Manual is available for download on 18 Buzzsaw. Location:Resources170--Inspection ToolslStandard Construction 19 b. City of Fort Worth Water Department CCTV Spread Sheet Log is available for 20 download on Buzzsaw. Location: Resources170---Inspection Tools\Standard 21 Construction. 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Sanitary Sewer Lines 25 a. Meet with City of Fort Worth Water Department staff to confirm that the 26 appropriate equipment, software, standard templates, defect codes and defect 27 rankings are being used, if required. 28 2. Storm Sewer Lines 29 a. Meet with City of Fort Worth Transportation/Public Works Department staff to 30 confirm that the appropriate equipment, software, standard templates, defect 31 codes and defect rankings are being used,if required. 32 B. Schedule 33 1. Include Pre and Post CCTV schedule as part of the Construction Progress Schedule 34 per Section 01 32 16. 35 2. Include time for City review(2 weeks minimum—Notification needs to be send out 36 to Project Manager&Field Operation). 37 3. If CCTV is accepted by City,proceed with work. If rejected, coordinate with City 38 per Part 1.4 A. 39 1.5 SUBMITTALS 40 A. Submittals shall be in accordance with Section 0133 00. 41 B. All submittals shall be approved by the Engineer or the City prior to delivery. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,02739 Revised March 3,2016 33 01 31-3 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION Page 3 of 7 1 C. If inspected with Infrastructure Technologies I.T. Software per CCTV Manual provide 2 video data per the CCTV Manual. Provide additional copy of video in Windows Media 3 Audio/Video(.wmv) format for City Inspection review. 4 D. If inspected with other software provide video data in Windows Media Audio/Video 5 (.wmv)format. Provide CCTV log in EXCEL spread sheet format—The CCTV spread 6 sheet log can be found on Buzzsaw. Location: Resources170—Inspection 7 ToolslStandard Construction. 8 E. Inspection Report shall include: 9 1. Asset 10 a. Date I1 b. City I2 c. Address and/or Project Name 13 d. Main Number--GIS ID(If Available) 14 e. Upstream Manhole GIS ID(If Available) 15 f. Downstream Manhole GIS ID(If Available) 16 g. Pipe Diameter 17 h. Material 18 i. Pipe Length 19 j. Mapsco Location Number 20 k. Date Constructed 21 1. Pipe Wall Thickness 22 2. Inspection 23 a. Inspection Number(i.e. l",2"',etc...) 24 b. Crew Number 25 c. Operator Name 26 d. Operator Comments 27 e. Reason for Inspection 28 f. Equipment Number 29 g. Camera Travel Direction(Upstream/Downstream) 30 h. Inspected Length(feet) 31 i. Work Order Number(if required) 32 j. City Project Number(if required) 33 k. City Contract Name 34 1. DOE/TPW Number(if required) 35 m. Consultant Company Name 36 n. Consultant Contact Name 37 o. Consultant Contact Phone Number 38 p. Contractor Company Name 39 q. Contractor Contact Name 40 r. Contractor Contact Phone Number 41 1.6 INFORMATIONAL SUBMITTALS 42 A. Pre-CCTV submittals 43 1. 2 copies of CCTV video results on USB drive 44 2. 2 hard copies of Inspection Report and one pdf copy on USB drive 45 B. Additional information that may be requested by the City 46 1. Listing of cleaning equipment and procedures Crry OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised March 3,2016 3301 31 -4 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION Page 4 of 7 1 2. Listing of flow diversion procedures if required 2 3. Listing of CCTV equipment 3 4. Listing of backup and standby equipment 4 5. Listing of safety precautions and traffic control measures 5 1.7 CLOSEOUT SUBMITTALS 6 A. Post-CCTV submittals 7 1. 2 copies of CCTV video results on USB drive 8 2. 2 Hard copies of Inspection Report.A pdf copy on USB drive shall be submitted to 9 the City Inspector for review prior to scheduling a project final walk through. 10 3. CCTV speadsheet log in EXCEL format—A blank copy of the CCTV spread sheet 11 log can be found on Buzzsaw. Location: Resources170—Inspection ToolslStandard 12 Construction 13 4. Construction Plans identifying the line segments that were videoed. Include cover 14 sheet, overall line layout sheet(s),and plan and profile sheet(s). 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2- PRODUCTS 21 A. Equipment- 22 1. Closed Circuit Television Camera 23 a. The television camera used shall be one specifically designed and constructed 24 for sewer inspection. Lighting for the camera shall be suitable to allow a clear 25 picture of the entire periphery of the pipe. The camera shall be operative in 100 26 percent humidity/submerged conditions. The equipment will provide a view of 27 the pipe ahead of the equipment and of features to the side of the equipment 28 through turning and rotation of the lens. The camera shall be capable of tilting 29 at right angles along the axis of the pipe while parming the camera lens through 30 a full circle about the circumference of the pipe. The lights on the camera shall 31 also be capable of panning 90-degrees to the axis of the pipe. 32 b. The radial view camera must be solid state color and have remote control of the 33 rotational lens. The camera shall be capable of viewing the complete 34 circumference of the pipe and manhole structure, including the cone-section or 35 corbel. The camera lens shall be an auto-iris type with remote controlled 36 manual override. 37 2. Video Capture System CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised March 3,2016 33 01 31-5 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION Page 5 of 7 1 a. The video and audio recordings of the sewer inspections shall be made using 2 digital video equipment. A video enhancer may be used in conjunction with, 3 but not in lieu of,the required equipment. The digital recording equipment 4 shall capture sewer inspection on USB drive,with each sewer segment(from 5 upstream manhole to downstream manhole) inspection recorded as an 6 individual file in Windows Media Audio/Video(.wmv)format. City has a right 7 to change the format from .WMV media to .MP4 8 b. The system shall be capable of printing pipeline inspection reports with 9 captured images of defects or other related significant visual information on a 10 standard color printer. 11 c. The system shall store digitized color picture images and be saved in digital 12 format on a USB drive. 13 d. The system shall be able to produce data reports to include,at a minimum,all 14 observation points and pertinent data. All data reports shall match the defect I5 severity codes outlined in the City's CCTV manual. 16 c. Camera footage,date&manhole numbers shall be maintained in real time and 17 shall be displayed on the video monitor as well as the video character 18 generators illuminated footage display at the control console. 19 PART 3- EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USEDI 22 3.3 PREPARATION 23 A. General 24 1. Prior to inspection obtain pipe and manhole asset identification numbers from the 25 plans or City to be used during inspections. Inspections performed using 26 identification numbers other than the plans or from assigned numbers from the City 27 will be rejected. 28 2. Inspection shall not commence until the sewer section to be televised has been 29 completely cleaned in conformance with Section 33 04 50. (Sewer system should 30 be connected to existing sewer system and should be active) 31 3. Inspection of newly installed sewers(not yet in service)shall not begin prior to 32 completion of the following: 33 a. Pipe testing 34 b. All manhole work is complete 35 c. Installation of all lateral services 36 d. Vacuum test of manholes 37 4. Temporary Bypass Pumping(if required)shall conform to Section 33 03 10. 38 B. Storm Sewer Lines 39 1. Coordinate with City of Fort Worth Transportation/Public Works Department for 40 CCTV equipment and cleaning requirements. 41 3.4 INSPECTION(CCTV) 42 A. General CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised March 3,2016 33 01 31-6 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION Page 6 of 7 1 1. Begin inspection immediately after cleaning of the main. 2 2. Move camera through the line in either direction at a moderate rate, stopping when 3 necessary to permit proper documentation of the main's condition. 4 3. Do not move camera at a speed greater than 30 feet per minute. 5 4. Use manual winches,power winches, TV cable, and power rewinds that do not 6 obstruct the camera view,allowing for proper evaluation. 7 5. During investigation stop camera at each defect along the main. 8 a. Record the nature, location and orientation of the defect or infiltration location 9 as specified in the CCTV Manual. 10 6. Pan and tilt the camera to provide additional detail at: 11 a. Manholes,Include condition of manhole in its entirety and interior corrosion 12 protection(if applicable)(Camera should pan the entire manhole from top as 13 well as while lowering into manhole,also show complete view of invert) 14 b. Service connections, Pan the Camera to get a complete overview of service 15 connection including zooming into service connection Include location(i.e. 3 16 o'clock, 9 o'clock, etc...) 17 c. Joints,Include comment on condition, signs of damage,etc... 18 d. Visible pipe defects such as cracks,broken or deformed pipe,holes,offset 19 joints, obstructions or debris(show as%of pipe diameter). If debris has been 20 found in the pipe during the post-CCTV inspection, additional cleaning is 21 required and pipe shall be re-televised. 22 e. Infiltration/Inflow locations 23 f. Pipe material transitions 24 g. Other locations that do not appear to be typical for normal pipe conditions 25 h. Note locations where camera is underwater and level as a%of pipe diameter. 26 7. Provide accurate distance measurement. 27 a. The meter device is to be accurate to the nearest 1/10 foot. 28 8. CCTV inspections are to be continuous. 29 a. Do not provide a single segment of main on more than I USB drive. 30 b. A single segment is defined from manhole to manhole. 31 c. Lateral inspection locations are to be cross referenced to the mainline but may 32 be submitted as separate file(s). 33 B. Pre-Installation Inspection for Sewer Mains to be rehabilitated 34 1. Perform Pre-CCTV inspection immediately after cleaning of the main/lateral and 35 before rehabilitation work. 36 2. If, during inspection,the CCTV will not pass through the entire section of main due 37 to blockage or pipe defect, set up so the inspection can be performed from the 38 opposite manhole. 39 3. Provisions for repairing or replacing the impassable location are addressed in 40 Section 33 3120, Section 33 3121 and Section 33 31 22. 41 C. Post-Installation Inspection 42 1. Complete manhole installation before inspection begins. 43 2. Prior to inserting the camera, flush and clean the main in accordance to Section 33 44 0450, 45 D. Documentation of CCTV Inspection CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised March 3,2016 3301 31 -7 CLOSED CIRCUIT TELEV[SION(CCTV)INSPECTION Page 7 of 7 1 1. Sanitary Sewer Lines 2 a. Follow the CCTV Manual (CCTV standard manual supplied by City upon 3 request)for the inspection video, data Iogging and reporting or Part 1.5 E of 4 this section. 5 2. Storm Sewer Lines 6 a. Provided documentation for video, data logging,and reporting in accordance 7 with City of Fort Worth Transportation/Public Works Department 8 requirements. 9 3.5 REPAIR/RESTORATION[NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD IoR] SITE QUALITY CONTROL [NOT USED] 12 3.8 SYSTEM STARTUP [NOT USED] 13 3.9 ADJUSTING [NOT USED] 14 3.10 CLEANING 15 A. See Section 33 04 50. 16 311 CLOSEOUT ACTIVITIES INOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 21 END OF SECTION 22 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson Various--Added requirements for coordination with T/PW for Storm Sewer CCTV 03/03/2016 ]Kasavich Various—Alternative to CCTV Manual,modified submittal detail requirements 23 CITY OF FORT WORTH Sanitary Sewcr Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised March 3,2016 33 05 30-1 LOCATION OF EXISTING UTILITIES Page 1 of4 1 SECTION 33 05 30 2 LOCATION OF EXISTING UTILITIES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Locating and verifying the Iocation and elevation of the existing underground 7 utilities that may conflict with a facility proposed for construction by use of. 8 a. Exploratory Excavation 9 b. Vacuum Excavation 10 B. Deviations from this City of Fort Worth Standard Specification 11 1, None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 General Requirements 16 3. Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Exploratory Excavation of Existing Utilities 20 a. Measurement 21 I) Measurement for this Item shall be subsidiary to the project. 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under"Measurement"will be subsidiary to the 25 project for"Exploratory Excavation for Existing Utilities"specified. 26 c. Exploratory Excavation of Existing Utilities subsidiary to the project shall 27 include: 28 1) Grade survey 29 2) Pavement removal 30 3) Excavation 31 4) Utility Location 32 5) Hauling 33 6) Disposal of excess material 34 7) Furnishing,placing and compaction of embedment 35 8) Furnishing,placing and compaction of backfill 36 9) Clean-up 37 10) Surface restoration 38 2. Vacuum Excavation of Existing Utilities 39 a. Measurement 40 l) Measurement for this Item shall be subsidiary to the project. 41 b. Payment CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 330530-2 LOCATION OF EXISTING UTILITIES Page 2 of 4 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement"will be subsidiary to the 3 project for"Vacuum Excavation"specified. 4 c. Vacuum Excavation of Existing Utilities subsidiary to the project shall include: 5 1) Grade survey 6 2) Pavement removal 7 3) Vacuum Excavation 8 4) Utility Location 9 5) Hauling 10 G) Disposal of excess material 11 7) furnishing,placing and compaction of embedment 12 8) Furnishing,placing and compaction of backfill 13 9) Clean-up 14 10) Surface restoration 15 1.3 REFERENCES 16 A. Definitions 17 1. Exploratory Excavation: Previously called "D-Hole"within the City, a method 18 used to locate existing underground utility as shown on the plans through the use of 19 standard excavation equipment. 20 2. Vacuum Excavation: Method used to locate existing underground utility as shown 21 on the plans through the use of geophysical prospecting equipment such as vacuum 22 excavation. 23 B. Reference Standards 24 1. Reference standards cited in this Specification refer to the current reference 25 standard published at the time of the latest revision date logged at the end of this 26 Specification, unless a date is specifically cited. 27 2. American Society of Civil Engineers(ASCE) 28 a. ASCE Publication CUASCE 38 (Standard Guideline for the Collection and 29 Depiction of Existing Subsurface Utility Data) 30 1.4 ADMINISTRATIVE REQUIREMENTS 31 A. Coordination 32 1. Coordinate with City Inspector at least 48 hours prior to commencing on site for 33 Exploratory Excavation of Existing Utilities, 34 2. Coordinate location of all other existing utilities within vicinity of excavation prior 35 to commencing Exploratory Excavation. 36 3. Coordinate staking of Exploratory Excavations with City at least I week prior to 37 commencement. 38 B. Sequencing 39 1. Exploratory Excavations shall be conducted prior to the construction of the entire 40 project. 41 C. Scheduling 42 1. For critical utility locations,the City may choose to be present during excavation. 43 2. Alter schedule for Exploratory Excavation of Existing Utilities to accommodate 44 City personnel. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 330530-3 LOCATION OF EXISTING UTILITIES Page 3 of 4 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS 4 A. Report of Utility Location 5 1. Horizontal location of utility as surveyed 6 2. Vertical elevation of utility as surveyed 7 a. Top of utility 8 b. Spring line of utility 9 c. Existing ground 10 3. Material type,diameter and description of the condition of existing utility 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2- PRODUCTS [NOT USED] 17 PART 3 - EXECUTION 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION 20 A. Verification of Conditions 21 1. Verify location of existing utilities in accordance with the General Requirements, 22 the General Notes and the Drawings. 23 3.3 PREPARATION 24 A. Coordinate with City Survey, if applicable. 25 3.4 INSTALLATION 26 A. Exploratory Excavation 27 1. Verify location of existing utility at location denoted on the Drawings,oras 28 directed by the City. 29 a. Expose utility to spring line, as necessary. 30 b. Excavate and Backfill Trench for the Exploratory Excavation in accordance 31 with Section 33 05 10. 32 B. Vacuum Excavation 33 1. Verify location of existing utility at location denoted on the Drawings, or as 34 directed by the City. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 330530-4 LOCATION OF EXISTING UTILITIES Page 4 of 4 1 2. Designate the horizontal position of the existing underground utilities that are to be 2 located using geophysical prospecting equipment. 3 a. Acquire record documentation from and coordinate with utility companies, as 4 necessary to locate utility. 5 3. Perform excavation in general accordance with the recommended practices and 6 procedures described in ASCE Publication C[/ASCE 38. 7 C. Upon completion of the utility locating, submit a report of the findings. 8 D. If location of utility is in conflict with the Drawings,notify the City Project Manager 9 for appropriate design modifications. 10 E. Place embedment and backfill in accordance with Section 33 05 10. 11 F. Once necessary data is obtained, immediately restore surface to existing conditions to: 12 1. Obtain a safe and proper driving surface, if applicable 13 2. Ensure the safety of the general public 14 3. The satisfaction of the City 15 3.5 REPAIR/RESTORATION [NOT USED] 16 3.6 RE-INSTALLATION [NOT USED] 17 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 18 3.8 SYSTEM STARTUP[NOT USED] 19 3.9 ADJUSTING [NOT USED] 20 3.10 CLEANING [NOT USED] 21 3.11 CLOSEOUT ACTIVITIES [NOT USED] 22 3.12 PROTECTION [NOT USED] 23 3.13 MAINTENANCE [NOT USED] 24 3.14 ATTACHMENTS [NOT USED] 25 END OF SECTION 26 Revision Log DATE NAME SUMMARY OF CHANGE Title-Exploratory Excavation of Utilities changed to Location of Existing Utilities 12/20/2012 D.Johnson I.2—Added Measurement of Payment for Vacuum Excavation 1.3—Added Definitions 3.4—Added requirements for Vacuum Excavation 27 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STA-NDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 33 11 12- 1 POLYVINYL CHLORIDE(PVC)PRESSURE PIPE Page l of 8 1 SECTION 33 1112 2 POLYVINYL,CHLORIDE(PVC)PRESSURE PIPE 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Polyvinyl Chloride(PVC) Pressure Pipe 4-inch through 36-inch for potable water, 7 wastewater and reuse applications 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 1.1 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division I General Requirements 14 3. 33 01 31 —Closed Circuit Television(CCTV)Inspection 15 4. 33 04 40—Cleaning and Acceptance Testing of Water Mains 16 5. 33 05 10—Utility Trench Excavation, Embedment and Backfill 17 6. 33 05 24 —Installation of Carrier Pipe in Casing or Tunnel Liner Plate 18 7. 33 11 11 —Ductile Iron Fittings 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measurement 22 a. Measured horizontally along the surface from center line to center line of the 23 fitting, manhole, or appurtenance 24 2. Payment 25 a. The work performed and materials furnished in accordance with this Item and 26 measured as provided under"Measurement"will be paid for at the unit price 27 bid per linear foot of"PVC Water Pipe"installed for: 28 1) Various sizes 29 2) Various types of backfill 30 b. The work performed and materials furnished in accordance with this Item and 31 measured as provided under"Measurement"will be paid for at the unit price 32 bid per linear foot of"Sewer Force Main"installed for: 33 1) Various sizes 34 3. The price bid shall include: 35 a. Furnishing and installing PVC Pressure Pipe with joints as specified by the 36 Drawings 37 b. Mobilization 38 c. Pavement removal 39 d. Excavation CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised April 1,2013 33 11 12-2 POLYVINYL CIII,ORIDE(PVC)PRESSURE PIPE Page 2 of 8 1 e. Hauling 2 f. Disposal of excess material 3 g. Furnishing,placement and compaction of embedment 4 h. Furnishing,placement and compaction of backfill 5 i. Trench water stops 6 j. Thrust restraint, if required by Contract Documents 7 k. Gaskets 8 1. Clean-up 9 m. Cleaning 10 n. Disinfection 1.1 o. Testing 12 1.3 REFERENCES 13 A. Reference Standards 14 1. Reference standards cited in this Specification refer to the current reference 1.5 standard published at the time of the latest revision date logged at the end of this 16 Specification, unless a date is specifically cited. I7 2. American Association of State Highway and Transportation Officials(AASHTO). 18 3. ASTM International (ASTM): 19 a. D1784, Standard Specification for Rigid Poly(Viny I-Chloride)(PVC) 20 Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC)Compounds. 21 b. D3139, Standard Specification for Joints for Plastic Pressure Pipes Using 22 Flexible Elastomeric Seals. 23 4. American Water Works Association (AWWA): 24 a. C600,Installation of Ductile-Iron Water Mains and their Appurtenances. 25 b. C605,Underground Installation of Polyvinyl Chloride(PVC)Pressure Pipes 26 and Fittings for Water. 1 27 c. C900, Polyvinyl Chloride(PVC)Pressure Pipe, and Fabricated Fittings,4 IN 28 through 12 IN, for Water Transmission and Distribution. 29 d. C905,Polyvinyl Chloride(PVC)Pressure Pipe,and Fabricated Fittings, 14 IN 30 through 48 IN, for Water Transmission and Distribution. 31 e. M23, PVC Pipe—Design and Installation. 32 f. M41, Ductile-Iron Pipe and Fittings. 33 5. NSF International(NSF): 34 a. 61,Drinking Water System Components—Health Effects. 35 6. Underwriters Laboratories, Inc. (UL). 36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 37 1.5 SUBMITTALS 38 A. Submittals shall be in accordance with Section 01 33 00. 39 B. All submittals shall be approved by the City prior to delivery. 40 1.6 ACTION SUBMITTALS I INFORMATIONAL SUBMITTALS 41 A. Product Data CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised April I,2013 33 11 12-3 POLYVINYL CHLORIDE(PVC)PRESSURE PIPE Page 3 of 8 1 1. For PVC Pressure Pipe that is used for water distribution,wastewater force mains 2 or wastewater gravity mains, including: 3 a. PVC Pressure Pipe 4 b. Manufacturer 5 c. Dimension Ratio 6 d. Joint Types 7 2. Restraint, if required in Contract Documents 8 a. Retainer glands 9 b. Thrust harnesses 10 c. Any other lneans of restraint 11 3. Gaskets 12 B. Shop Drawings: When restrained joints are required,furnish for PVC Pressure Pipe 13 used in the water distribution system or for a wastewater force main for 24-inch and 14 greater diameters, including: 15 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 16 Texas including: 17 a. Working pressure 18 b. Surge pressure 19 c. Deflection 20 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed 21 Professional Engineer in Texas, to verify the restraint lengths shown on the 22 Drawings. 23 3. Lay schedule/drawing for 24-inch and greater diameters sealed by a Licensed 24 Professional Engineer in Texas including: 25 a. Pipe class 26 b. Joints type 27 c. Fittings 28 d. Stationing 29 e. Transitions 30 f. Joint deflection 31 C. Certificates 32 1. Furnish an affidavit certifying that all PVC Pressure Pipe meets the provisions of 33 this Section, each run of pipe furnished has met Specifications, all inspections have 34 been made and that all tests have been performed in accordance with AWWA C900 35 or A W WA C905. 36 1.7 CLOSEOUT SUBMITTALS [NOT USED] 37 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 38 1.9 QUALITY ASSURANCE 39 A. Qualifications 40 1. Manufacturers 41 a. Finished pipe shall be the product of 1 manufacturer for each size, unless 42 otherwise approved by the City. 43 1) Change orders, specials, and field changes may be provided by a different 44 manufacturer upon City approval. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised April 1,2013 33 11 12-4 POLYVINYL CHLORIDE(PVC)PRESSURE PIPE Page 4 of S I b. Pipe manufacturing operations shall be performed under the control of the 2 manufacturer. 3 c. All pipe furnished shall be in conformance with AWWA C900 and AWWA 4 C905. 5 1.10 DELIVERY, STORAGE,AND HANDLING 6 A. Storage and Handling Requirements 7 1. Store and handle in accordance with the guidelines as stated in AWWA M23. 8 2. Secure and maintain a location to store the material in accordance with Section 01 9 6600. 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY [NOT USED] 12 PART 2- PRODUCTS 13 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 14 2.2 EQUIPMENT,PRODUCT TYPES AND MATERIALS 15 A. Manufacturers 16 1. Only the manufacturers as listed in the City's Standard Products List will be 17 considered as shown in Section 01 60 00. 18 a. The manufacturer must comply with this Specification and related Sections. 19 2. Any product that is not listed on the Standard Products List is considered a 20 substitution and shall be submitted in accordance with Section 01 25 00. 21 B. Pipe 22 1. Pipe shall be in accordance with AWWA C900 or AWWA C905. 23 2. PVC Pressure Pipe for potable water shall meet the requirements of NSF 61, 24 3. Pressure Pipe shall be approved by the UL. 25 4. Pipe shall have a lay length of 20 feet except for special fittings or closure pieces 26 necessary to comply with the Drawings. 27 5. The pipe material shall be PVC, meeting the requirements of ASTM 131784, with a 28 cell classification of 12454. Outside diameters must be equal to those of cast iron 29 and ductile iron pipes. 30 6. As a minimum the following Dimension Ratio's apply; 31 Diameter Min Pressure Class inch (psi) 4 through 12 DR 14 16 through 24 DR 18 32 7. Pipe Markings 33 a. Meet the minimum requirements of AWWA C900 or AWWA C905. Minimum_ 34 pipe markings shall be as follows: 35 1) Manufacturer's Name or Trademark and production record CITY OF TORT WORTH Sanitary.Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised April 1,2013 33 11 12-S POLYVINYL CHLORIDE(PVC)PRE SSURE PIPE Page 5 of 8 1 2) Nominal pipe size 2 3) Dimension Ratio 3 4) A W WA C900 or A W WA C905 4 5) Seal of testing agency that verified the suitability of the pipe 5 C. Pressure and Deflection Design 6 1. Pipe design shall be based on trench conditions and design pressure class specified 7 in the Drawings. Pipe shall be designed according to the methods indicated in 8 AWWA M23 for trench construction,using the following parameters: 9 a. Unit Weight of Fill(w)= 130 pcf 10 b. Live Load=AASHTO HS 20 11 c. Trench Depth= 12 feet minimum, or as indicated in Drawings 12 d. Maximum E' = 1,000 max 13 e. Deflection Lag Factor= 1.0 14 f. Working Pressure(P,,.)= 150 psi 15 g. Surge Allowance(PS)= 100 psi minimum 16 h. Test Pressure= 17 1) No less than 1.25 times the stated working pressure(187 psi minimum)of 18 the pipeline measured at the highest elevation along the test section. 19 2) No less than 1.5 times the stated working pressure(225 psi minimum)at 20 the lowest elevation of the test section. 21 i. Maximum Calculated Deflection=3 percent 22 j. Restrained Joint Safety factor(SF)= 1.5 23 k. Maximum.Taint Deflection=50 percent of the manufacturer's 24 recommendations. 25 2. Verify trench depths after existing utilities are located. 26 a. Accommodate vertical alignment changes required because of existing utility or 27 other conflicts by an appropriate change in pipe design depth. 28 b. In no case shall pipe be installed deeper than its design allows. 29 3. Provisions for Thrust 30 a. Thrusts at bends,tees,plugs or other fittings shall be mechanically restrained 31 joints when required by the Drawings. 32 b. No thrust restraint contribution shall be allowed for the restrained length of 33 pipe within the casing. 34 c. Restrained joints,where required,shall be used for a sufficient distance from 35 each side of the bend, tee, plug,valve, or other fitting to resist thrust which will 36 be developed at the design pressure of the pipe. For the purpose of thrust the 37 following shall apply: 38 1) Calculate valves as dead ends. 39 2) Design pressure shall be greater than the pressure class of the pipe or the 40 internal pressure(P),whichever is greater. 41 3) Restrained joints shall consist of approved mechanical restrained or push- 42 on restrained joints as listed in the City's Standard Products List as shown 43 in Section 01 60 00. 44 4) Restrained PVC pipe is not allowed for pipe greater than 12 inches. 45 d. The Pipe Manufacturer shall verify the length of pipe with restrained joints to 46 resist thrust in accordance with the Drawings and the following: 47 1) Calculate the weight of the earth(We)as the weight of the projected soil 48 prism above the pipe, for unsaturated soil conditions. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised April I,2013 3311 12-6 POLYVINYL CHLORIDE(PVC)PRESSURF PIK Page 6 of 8 1 2) Soil density = 115 pcf(maximum value to be used), for unsaturated soil 2 conditions 3 3) In locations where ground water is encountered,reduce the soil density to 4 its buoyant weight for the backfill below the water table. 5 a) Reduce the coefficient of friction to 0.25. 6 4. Joints 7 a. Joints shall be gasket, bell and spigot and push-on type conforming to ASTM 8 D3139. 9 b. Since each pipe manufacturer has a different design for push-on joints,gaskets 10 shall be part of a complete pipe section and purchased as such. I I c. Lubricant must be non-toxic and NSF approved for potable water applications. 12 d. Push-On Restrained Joints shall only be as approved in the Standard Products 13 List in Section 01 60 00. 14 5. Detectable Markers 15 a. Provide detectable markers in accordance with Section 33 05 26, 16 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL [NOT USED] 18 PART 3- EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 INSTALLATION 23 A. General 24 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 25 AWWA C600,AWWA C605,AWWA M23 and in accordance with the pipe 26 manufacturer's recommendations. 27 2. Lay pipe to the lines and grades as indicated in the Drawings. 28 3. Excavate and backfill trenches in accordance with Section 33 05 10. 29 4. Embed PVC Pressure Pipe in accordance with Section 33 05 10. 30 5. For installation of carrier pipe within casing, see Section 33 05 24. 31 B. Pipe Handling 32 1. Haul and distribute pipe and fittings at the project site. 33 2. Handle piping with care to avoid damage. 34 a. Inspect each joint of pipe and rejector repair any damaged pipe prior to 35 lowering into the trench. 36 b. Use only nylon ropes, slings or other lifting devices that will not damage the 37 surface of the pipe for handling the pipe. 38 3. At the close of each operating day: CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised April I,2013 33 11 12-7 POLYVINYL CHLORIDE(PVC)PRESSURE PIPE Page 7 of 8 1 a. Keep the pipe clean and free of debris, dirt, animals and trash during and after 2 the laying operation. 3 b. Effectively seal the open end of the pipe using a gasketed night cap. 4 C. Joint Making 5 I. Mechanical Joints 6 a. In accordance with Section 33 11 11. 7 2. Push-on Joints 8 a. Install Push-On joints as defined in AWWA C900 and AWWA C905. 9 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 10 c. Place the gasket in the bell in the position prescribed by the manufacturer. 11 d. Apply a thin film of non-toxic vegetable soap lubricant to the inside of the 12 gasket and the outside of the spigot prior to entering the spigot into the bell. 13 e. When using a field cut plain end piece of pipe, refinish the field cut to conform 14 to AWWA C605. 15 3. Joint Deflection 16 a. Deflect the pipe only when necessary to avoid obstructions, or to meet the lines I7 and grades shown in the Drawings. 18 b. Joint deflection shall not exceed 50 percent of the manufacturer's 19 recommendation. 20 D. Detectable Metallic Tape Installation 21 1. See Section 33 05 26. 22 3.5 REPAIR/RESTORATION [NOT USED] 23 3.6 RE-INSTALLATION [NOT USED] 24 3.7 FIELD lorc] SITE QUALITY CONTROL 25 A. Potable Water Mains 26 1. CIeaning, disinfection, hydrostatic testing, and bacteriological testing of water 27 mains- 28 a. Clean, flush,pig, disinfect, hydrostatic test and bacteriological test the water 29 main as specified in Section 33 04 40. 30 B. Wastewater Lines 31 1. Closed Circuit Television (CCTV)Inspection 32 a. Provide a Post-CCTV Inspection in accordance with Section 33 01 31. 33 3.8 SYSTEM STARTUP [NOT USED] 34 3.9 ADJUSTING [NOT USED] 35 3.10 CLEANING [NOT USED] 36 3.11 CLOSEOUT ACTIVITIES [NOT USED] 37 3.12 PROTECTION [NOT USED] 38 3.13 MAINTENANCE [NOT USED] 39 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised April 1,2013 33 11 12-8 POLYVINYL CHLORIDE(PVC)PRESSURE PIPE Page 8 of 8 i END OF SECTION 2 Revision.Log DATE DAME SUMMARY OF CHANGE 2.2.C.1 and 3.4.C.3—revised maximum joint deflection requirements 12/20/2012 D.Johnson 3A.C.1 —Added reference to Ductile Iron Fittings 3.4.1)—Removed Marker Balls 1.1 Modified acceptable range for specification from up to 24-inch to up to 36-inch Change Section 2.2 B.5.from"The pipe material shall be PVC,meeting the requirements of ASTM D1784,with a cell classification of 12454-R to 4/1/2413 F.Griffin "The pipe material shall be PVC,meeting the requirements of ASTM D1784,with a cell classification of 3 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'T'S City Project No.027939 Revised April 1,2013 3331 12-1 CURED IN PLACE PIPE(CIPP) Page I of 8 1 SECTION 33 3112 2 CURED IN PLACE PIPE(CIPP) 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Cured in Place Pipe(CIPP)6-inch through 60-inch for gravity sanitary sewer 7 rehabilitation 8 2. Cured in Place Pipe(CIPP)4-inch laterals for gravity sanitary sewer rehabilitation 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include,but are not necessarily limited to: ' 12 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 —General Requirements 14 3. Section 33 01 30—Sewer and Manhole Testing 15 4. Section 33 0131 —Closed Circuit Television(CCTV)Inspection 16 5. Section 33 03 10—Bypass Pumping of Existing Sewer Systems 17 6. Section 33 04 50—Cleaning of Sewer Mains 18 7. Section 33 31 50—Sanitary Sewer Service Connections and Service Line 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Cured in Place Pipe(CIPP) 22 a. Measurement 23 1) Measured horizontally along the surface from center line to center line of 24 the manhole or appurtenance 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under"Measurement"will be paid for at the unit 28 price bid per linear foot for"CIPP"installed for: 29 a) Various sizes 30 c. The price bid shall include: 31 1) Mobilization 32 2) Furnishing and installing CIPP as specified by the Drawings 33 3) Hauling 34 4) Disposal of excess material 35 5) Clean-up 36 6) Cleaning 37 7) Testing 38 2. Service Reconnection, CIPP 39 a. Measurement 40 1) Measurement for this Item shall be per each service reconnected. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,02739 Revised December 20,2012 33 31 12-2 CURED IN PLACE PIPE(CIPP) Page 2 of 8 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under"Measurement"will be paid for at the unit 4 price bid per each"Service Reconnection, CIPP". 5 c. The price bid shall include: 6 1) Mobilization 7 2) Furnishing and installing CIPP as specified by the Drawings 8 3) Hauling 9 4) Disposal of excess material 10 5) Clean-up 11 6) Cleaning 12 7) Testing 13 3. Service Lateral Cured in Place Pipe(CIPP) 14 a. Measurement 15 1) Measured horizontally along the surface from connection to main to 16 cleanout or other appurtenance, up to 10-foot from main. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 and measured as provided under"Measurement"will be paid for at the unit 20 price bid per each for"Service Lateral CIPP Lining"installed for: 21 a) Various sizes 22 c. The price bid shall include: 23 1) Mobilization 24 2) Furnishing and installing CIPP as specified by the Drawings 25 3) Hauling 26 4) Disposal of excess material 27 5) Clean-up 28 6) Cleaning 29 7) Testing 30 8) 4"2-way sewer cleanout 31 11.3 REFERENCES 32 A. Reference Standards 33 1. Reference standards cited in this Specification refer to the current reference 34 standard published at the time of the latest revision date logged at the end of this 35 Specification, unless a date is specifically cited. 36 2. American Association of State Highway and Transportation Officials(AASHTO). 37 3. ASTM International(ASTM): 38 a. D5813, Standard Specification for Cured-In-Place Thermosetting Resin Sewer 39 Piping Systems. 40 b. F1216, Standard Practice for Rehabilitation of Existing Pipelines and Conduits 4[ by the Inversion and Curing of a Resin-Impregnated Tube. 42 c. F1743, Standard Practice for Rehabilitation of Existing Pipelines and Conduits 43 by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe 44 (CIPP). 45 4. International Organization for Standardization(ISO): 46 a. 9000, Quality Management System- Fundamentals and Vocabulary. 47 5. Occupational Safety and Health Administration(OSHA). CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 3331 12-3 CURED IN PLACE PIPE(CIPP) Page 3 of 8 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 01 33 00. 4 B. All submittals shall be approved by the City prior to delivery. 5 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 6 A. Product Data 7 1. Flexible Liner(tube) 8 a. Tabular summary by sewer segment noting required CIPP thickness per section 9 2. Resin 10 a. Technical data sheet showing physical and chemical properties I 1 b. Test results of chemical resisting testing performed by resin manufacturer 12 B. Shop Drawings 13 1. Provide calculations to support CIPP design thickness after curing. List the 14 following criteria used for the calculations: 15 a. Assumed host pipe condition 16 b. Ground water table elevation 17 c. Depth of cover at deepest location 18 d. Modulus of soil stiffness 19 e. Long term modulus of elasticity 20 f. Live loading 21 g. Factor of safety against buckling 22 h. Assumed pipe ovality 23 C. Certificates 24 1. Furnish an affidavit certifying that all CIPP meets the provisions of this Section and 25 meets the requirements of above referenced ASTM standards. 26 D. Source Quality Control Submittals 27 1. Manufacturer to provide third party test results supporting the long term 28 performance and structural strength of the pipe being manufactured 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE 32 A. Qualifications 33 1. Manufacturing and Installation 34 a. Finished pipe shall be the product of 1 manufacturer. 35 b. Liner manufacturing operations shall be performed at I location. 36 c. The pipe manufacturer shall: 37 1) Have performed a minimum of 50,000 feet of successful installation in the 38 United States 39 2) Successfully performed a minimum of 25,000 CIPP lateral installations. 40 d. The lateral lining installer shall: CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 3331 12-4 CURED IN PLACE PIPE(CIPP) Page 4 of 8 1 1) The contractor or subcontractor contracted to perform the work shall have 2 successfully installed 15,000 CIPP laterals as the Contractor of record for a 3 given project in a wastewater collection system application. The on-site 4 Superintendent of the lateral lining contractor or subcontractor contracted 5 to perform the work shall have installed a minimum of 5,000 CIPP laterals 6 of like condition. Qualified Contractors and Products must have confirmed 7 experience with lateral rehabilitation lengths no less than those specified in 8 this contract. 9 2. All pipe furnished and installed shall be in conformance with and ASTM F1216(6- 10 inch through 60-inch). 11 B. Certifications 12 1. Manufacturing and Installation 13 a. Operate pipe manufacturing and installation under a quality management 14 system certified by third party ISO 9000. Provide proof of certification upon 15 request. 16 b. If Installer is different company than Manufacturer,then installer must provide 17 certification from the manufacturer that he/she is licensed and fully trained as 18 an installer of the product upon request. 19 1.10 DELIVERY, STORAGE,AND HANDLING 20 A. Storage and Handling Requirements 21 1. Follow manufacturer's recommendation on all storage and handling requirements. 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2- PRODUCTS 25 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 26 2.2 EQUIPMENT,PRODUCT TYPES AND MATERIALS 27 A. General 28 1. All pipe furnished and installed shall be in conformance with and ASTM F1216(6- 29 inch through 60-inch). 30 B. Manufacturer and Installers 31 1. Only the Manufacturer/Installers as listed in the City's Standard Products List will 32 be considered as shown in Section 01 60 00. 33 a. The Manufacturer/Installer must comply with this Specification and related 34 Sections, 35 2. Any product that is not listed on the Standard Products List is considered a 36 substitution and shall be submitted in accordance with Section 0125 00. 37 C. Performance/Design Criteria 38 1. Liner(tube) 39 a. Design liner for a 50-year service life under continuous loading conditions. 40 b. Consider no bonding to the original pipe wall. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 333112-5 CURED IN PLACE PIPE(CIPP) Page 5 of 8 1 c. Base design on a fully deteriorated host pipe condition as defined in 2 ASTM F1216. 3 d. Calculate wall thickness per ASTM F 1216 Appendix X 1. 4 1) Assume the following values for the design: 5 a) Safety Factor(N)=2.0 6 b) Ovality(C)=5 percent 7 c) Enhancement Factor(K)=7.0 8 d) Groundwater Depth(H,)=per Drawings, feet 9 e) Soil Depth(H)=per Drawings, feet 10 f) Soil Modulus(E')= 1,000,psi I I g) Soil Density(w)= 130 pounds per cubic foot 12 h) Live Load—ASSHTO HS 20 13 2) The minimum allowable wall thickness for fiberglass liner is 2.8 14 millimeters and can be increased as necessary to meet ASTM F1216 15 Appendix X 1 design formula. 16 3) The minimum allowable wall thickness for felt liner one nominal thickness 17 above that which is required to meet ASTM F1216 Appendix XI design 18 formula. 19 4) Fiberglass or felt products below the stated minimum wall thickness will 20 not be allowed under any circumstances. 21 D. Materials 22 1. Liner(tube) 23 a. The liner consists of absorbent non-woven felt or seamless spirally wound glass 24 fiber. 25 b. Construct liner to withstand installation pressures, have sufficient strength to 26 bridge missing pipe and stretch to fit irregular pipe sections. 27 c. The wet out liner shall have a relatively uniform thickness that when 28 compressed at installation pressures will equal or exceed the calculated 29 minimum design CIDP wall thickness. 30 d. Manufacture liner to a size that when installed will tightly fit the internal 31 circumference and length of the original pipe. Make allowance for 32 circumferential stretching during construction. 33 e. Manufacture to length necessary to fully span the distance between manholes. 34 Include sufficient amount of material for sealing at manholes and product 35 sample, if required. 36 f. The wall color of the interior pipe surface of CIPP after installation shall be a 37 light reflective color so that a clear, detailed examination with CCTV 38 inspection per Section 33 0131 can be made. 39 2. Resin 40 a. The resin system will be manufactured by an approved company selected by the 41 CIDP liner manufacturer. Provide documentation of approval, if requested. 42 b. The resin system shall be corrosion resistant polyester or vinyl ester system 43 including all required catalysts and initiators that create a composite that 44 satisfies the requirements of ASTM F1216,ASTM D5813 and ASTM F1743. 45 c. The resin used shall produce a proper CIPP system,which will be resistant to 46 abrasion caused by solid, grit or sand. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revises!December 20,2012 3331 12-6 CURED IN PLACE PIPE(CIDP) Page 6 of 8 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3- EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 A. Inspection 8 1. Prior to installation, conduct an inspection of the existing pipe identified for 9 rehabilitation along with the surrounding job site conditions. 10 2. Complete a Pre-CCTV inspection per Section 33 01 31. 11 3. Observe flows at different times of the date to determine or verify flow conditions 12 in preparation for bypass pumping. 13 4. Verify accessibility conditions and coordinate with city regarding easement access 14 and limitations. 15 5. Confirm full circumference of the host pipe prior to lining to ensure the pipe can be 16 rehabilitated without compromising the CIPP system. 17 B. Host Pipe Preparation 18 1. Clean the pipe per Section 33 04 50. 19 2. Inspect pipe as required by this Specification. 20 3. Prepare for bypass pumping per Section 33 03 10. 21 C. Liner(tube)Preparation 22 1. Resin Impregnation 23 a. Impregnate the liner in a saturation facility where the environment can be 24 consistently controlled. 25 b. Use sufficient quantity of resin to fill the volume of air voids in the tube with 26 additional allowances for polymerization shrinkage and the potential loss of 27 resin during installation through cracks and irregularities in the original pipe 28 wall. 29 c. Vacuum impregnate the resin utilizing a motorized pinch roller to set proper 30 thickness. 31 2. If transported to the site,refrigerate as necessary to maintain stable environment for 32 the impregnated liner. 33 3.4 INSTALLATION 34 A. Safety 35 1. Carry out operation in accordance with all OSHA and manufacturer's safety 36 requirements including,but not limited to,safety requirements involving confined 37 space entry. 38 B. Liner installation CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,02739 Revised December 20,2012 3331 12-7 CURED IN PLACE PIPE(CIPP) Page 7 of 8 1 1. The impregnated liner can be placed in the pipe by either direct inversion or the pull 2 in place method. 3 2. Follow ASTM F1216 Specification for direct inversion installation. 4 3. Follow ASTM FI 743 Specification for pulled in place installation. 5 4. The finished CIPP should be continuous over the entire length of the run and be 6 smooth and free from substantial wrinkles, as well as defects and improper service 7 connections, 8 C. Curing 9 1. Curing of the CIPP may be done by water, steam or Ultra Violet(UV) light source, 10 depending on the liner type and resin. Each method must follow the 11 recommendation of the manufacturer. 12 2. Place a sufficient amount of temperature and/or monitoring gauges within the 13 system to insure curing throughout the liner is consistent and uniform. A minimum 14 of 2 gauges is required, 1 at each end of the liner. 15 3. Upon completion of the curing process provide the City with the monitoring data. 16 D. Reinstatement of lateral connections 17 1. After the liner pipe is cured in place have the lateral connections reinstated within 8 18 hours. 19 2. Reinstate the service by cutting the liner from the inside of the pipe. For small 20 diameter pipe a remote operated cutting device may be used. For larger pipe the 21 liner may be cut by hand. 22 3. An internal cut is considered acceptable if the bottom 1/3 of the opening matches 23 the existing tap invert,there are no jagged edges and a minimum of 95 percent of 24 the tap opening is restored. 25 4. Blind holes, over cutting and holes that miss the tap must be repaired to the 26 satisfaction of the City. 27 5. If additional work is required to restore the lateral connection outside of the pipe 28 follow the requirements of Section 33 31 50. 29 E. Service lateral lining 30 1. Lateral shall be lined after lining of the main is completed, unless otherwise 31 recommended by the manufacturer. 32 2. Proper seal from lateral to the main is the responsibility of the contractor. 33 3. Service must be reinstated within 8 hours 34 4. If lateral cannot be lined, or as directed by the City,service connection will be 35 restored per the requirements of,Section 33 3150. 36 3.5 37 3.6 RE-INSTALLATION [NOT USED] 38 3.7 FIELD [OR] SITE QUALITY CONTROL 39 A. Field Tests and Inspections 40 1. Closed Circuit Television(CCTV)Inspection 41 a. Perform a Pre-CCTV and a Post-CCTV Inspection in accordance with Section 42 3301 31. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 3331 12-8 CURED IN PLACE:PIPE(CIDP) Page 8 of 8 1 2. The inspection must be completed and the quality of installation must be acceptable 2 to the City prior to restoring services. 3 3. If the CIPP is deemed unacceptable by the City,provide a method of repair or 4 replacement for review and approval by the City. 5 3.8 SYSTEM STARTUP [NOT USED] 6 3.9 ADJUSTING [NOT USED] 7 3.10 CLEANING [NOT USED] 8 3.11 CLOSEOUT ACTIVITIES [NOT USED] 9 3.12 PROTECTION [NOT USED] 10 3.13 MAINTENANCE [NOT USED] 11 3.14 ATTACHMENTS [NOT USED] 12 END OF SECTION 13 Revision Log DATE NAME SUMMARY OF CHANGE 14 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 33 31 15-1 HIGH DENSITY POLYETHYLENE(1-IDPH)PIPE FOR SANITARY SEWER Page I of 5 1 SECTION 33 3115 2 HIGH DENSITY POLYETHYLENE(HDPE)PIPE FOR SANITARY SEWER 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. High Density Polyethylene(HDPE)pipe 8-inch and larger for the use insanitary 7 sewer rehabilitation by pipe enlargement per Section 33 31 23 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 I. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 —General Requirements 14 3. Section 33 0130—Sewer and Manhole Testing 15 4. Section 33 0131 —Closed Circuit Television(CCTV)Inspection 16 5. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 17 6. Section 33 05 26---Utility Markers/Locators 18 7. Section 33 3123—Sanitary Sewer Pipe Enlargement 19 8. Section 33 3150—Sanitary Sewer Service Connections and Service Line 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. This item is considered subsidiary to Sanitary Sewer Pipe Enlargement per 24 Section 33 3123. 25 2. Payment 26 a. The work performed and materials furnished in accordance with this Item are 27 subsidiary to the unit price bid per linear foot of Pipe Enlargement per Section 28 33 3123,and no other compensation will be allowed. 29 1.3 REFERENCES 30 A. Reference Standards 31 1. Reference standards cited in this Specification refer to the current reference 32 standard published at the time of the latest revision date logged at the end of this 33 Specification, unless a date is specifically cited. 34 2. ASTM International (ASTM): 35 a. D3350, Standard Specification for Polyethylene Plastic Pipe and Fittings 36 Materials. 37 b. F2620, Standard Practice for Heat Fusion Joining of Polyethylene Pipe and 38 Fittings. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 33 31 15-2 HIGH DENSITY POLYETHYLENE(HDPE)PIPE FOR SANITARY SEWER Page 2 of 5 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 01 33 00. 4 B. All submittals shall be approved by the City prior to delivery. 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 6 A. Product Data 7 1. Gravity pipe 8 2. Manufacturer 9 3. Nominal pipe diameter 10 4. Pressure Rating 11 5. Standard Dimension ratio (SDR) 12 6. Cell classification 13 7. Laying lengths 14 B. Certificates 15 1. Furnish an affidavit certifying that all HDPE gravity pipe meets the provisions of 16 this Section and has been tested and meets the requirements of ASTM standards as 17 listed herein. 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE 21 A. Qualifications 22 1. Manufacturers 23 a. Finished pipe shall be the product of 1 manufacturer for each size, unless 24 otherwise specified by the City. 25 1) Change orders,specials and field changes maybe provided by a different 26 manufacturer upon City approval. 27 b. Pipe manufacturing operations shall be performed under the control of the 28 manufacturer. 29 c. All pipe furnished shall be in conformance with and ASTM D3350. 30 1.10 DELIVERY, STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 1. Pipe and fittings shall be transported,stored and handled in accordance with the 33 manufacturer's guidelines. 34 2. Secure and maintain a location to store the material in accordance with 35 Section 01 66 00. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 33 31 15-3 HIGH DENSITY POLYEI-I IYLENE(HDPE)PIPE FOR SANITARY SEWER Page 3 of5 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 5 2.2 EQUIPMENT,PRODUCT TYPES AND MATERIALS 6 A. Manufacturers 7 1. Only the manufacturers as listed in the City's Standard Products List will be 8 considered as shown in Section 0160 00. 9 a. The manufacturer must comply with this Specification and related Sections. 10 2. Any product that is not listed on the Standard Products List is considered a 11 substitution and shall be submitted in accordance with Section 0125 00, 12 B. Materials 13 1. Pipe and Fittings 14 a. Material shall be minimum DR-17 Extra High Molecular Weight,High Density 15 Polyethylene PE 3408, Cell Class PE345464D or E(inner wall shall be white or 16 light in color)per ASTM D3350. 17 b. Material shall be homogeneous throughout and free of: 18 1) Abrasion, cutting or gouging of the outside surface extending to more than 19 10 percent of the wall thickness in depth 20 2) Cracks 21 3) Kinking(generally due to excessive or abrupt bending) 22 4) Flattening 23 5) Holes 24 6) Blisters 25 7) Other defects 26 c. Pipe with gashes,nicks, abrasions or any such physical damage which may 27 have occurred during storage and/or handling,which are larger/deeper than 10 28 percent of the wall thickness shall not be used and shall be removed from the 29 construction site. 30 d. Pipe and fittings shall be uniform in color,opacity, density and other physical 31 properties. 32 1) Pipe and fittings not meeting these criteria will be rejected. 33 e. Pipe Markings 34 1) Meet the minimum requirements of ASTM D3350. 35 2) Minimum pipe markings shall be as follows: 36 a) Marking intervals shall be at 6-inch intervals 37 b) Manufacturer's Name or Trademark and production record 38 c) Nominal pipe size 39 d) ASTM or Standard Dimension Ratio(SDR)designation 40 e) Cell classification 41 f) Seal of testing agency that verified the suitability of the pipe 42 2. Connections 43 a. Use only manufactured fittings. 44 b. See Section 33 31 50. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Praieet No.027939 Revised December 20,2012 3331 15-4 HIGH DENSITY POLYETHYLENE(HDPE)PIPE FOR SANITARY SEWER Page 4 of 5 1 3. Detectable Metallic Tape 2 a. See Section 33 05 26. 3 4. Polyethylene Repair Clamp 4 a. Smith-Blair Full Circle Clamp Style 228 or 263. 5 2.3 ACCESSORIES [NOT USED] 6 2.4 SOURCE QUALITY CONTROL [NOT USED] 7 PART 3- EXECUTION 8 3.1 INSTALLERS [NOT USED] 9 3.2 EXAMINATION [NOT USED] 10 3.3 PREPARATION [NOT USED] 11 3.4 INSTALLATION 12 A. General 13 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 14 Section 33 3123, and in accordance with the pipe manufacturer's 15 recommendations. 16 2. Lay pipe to the lines and grades as indicated in the Drawings. 17 3. If applicable excavate and backfill trenches in accordance with Section 33 05 10. 18 B. Pipe Handling 19 1. Haul and distribute pipe and fittings at the project site. 20 2. Handle piping with care to avoid damage. 21 a. Inspect each joint of pipe and rejector repair any damaged pipe prior to 22 lowering into the trench. 23 b. Use only nylon ropes,slings or other lifting devices that will not damage the 24 surface of the pipe for handling the pipe. 25 3. At the close of each operating day: 26 a. Keep the pipe clean and free of debris,dirt,animals and trash—during and after 27 the laying operation. 28 b. Effectively seal the open end of the pipe using a gasketed night cap. 29 C. Pipe Joining 30 a. Join pipe in accordance with ASTM F2620. 31 b. Operators must be certified by the manufacturer to use the fusion equipment. 32 c. Follow the time and temperature recommendations of the manufacturer. 33 d. Joints shall be stronger than the pipe itself,be properly aligned and contain no 34 gaps or voids. 35 e. Remove bead projection on the outside of the pipe to reduce drag during pipe 36 installation process. 37 D. Connection Installation 38 1. See Section 33 31 50. 39 E. Detectable Metallic Tape Installation CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised December 20,2012 3331 15-5 HIGH DENSITY POLYETHYLENE(HDPE)PI PT?FOR SANITARY SEWER Page 5 of 5 1 1. See Section 33 05 26. 2 3.5 REPAIR I RESTORATION [NOT USED] 3 3.6 RE-INSTALLATION [NOT USED] 4 3.7 FIELD [OR] SITE QUALITY CONTROL 5 A. Field Tests and Inspections 6 1. Closed Circuit Television (CCTV)Inspection 7 a. Provide a Post-CCTV inspection in accordance with Section 33 01 31. 8 2. Air Test 9 a. Provide an Air Test in accordance with Section 33 0130, 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING [NOT USED] 12 3.10 CLEANING [NOT USED] 13 3.11 CLOSEOUT ACTIVITIES [NOT USED] 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] t6 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 Revision Log DATE NAME SUMMARY OF CHANGE 19 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S City Project No.027939 Revised December 20,2012 333120-1 POLYVINYL CHLORIDE(PVC)GRAVITY SANITARY SEWER PIPE Page 1 of 6 1 SECTION 33 3120 2 POLYVINYL CHLORIDE(PVC) GRAVITY SANITARY SEWER PIPE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Polyvinyl Chloride(PVC)pipe 4-inch through 27-inch for gravity sanitary sewer 7 applications 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms, and Conditions of the 12 Contract 13 2. Division I —General Requirements 14 3. Section 33 01 30 Sewer and Manhole Testing 15 4. Section 33 0131 Closed Circuit Television(CCTV)Inspection 16 5. Section 33 05 10--Utility Trench Excavation, Embedment and Backfill 17 6. Section 33 05 26—Utility Markers/Locators 18 7. Section 33 3150—Sanitary Sewer Service Connections and Service Line 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measurement 22 a. Measured horizontally along the surface from center line to center line of the 23 manhole or appurtenance 24 2. Payment 25 a. The work performed and materials furnished in accordance with this Item and 26 measured as provided under"Measurement"will be paid for at the unit price bid 27 per linear foot of"PVC Pipe" installed for: 28 1) Various sizes 29 2) Various Standard Dimension Ratios 30 3) Various embedments 31 4) Various depths, for miscellaneous projects only 32 3. The price bid shall include: 33 a. Furnishing and installing PVC gravity pipe with joints as specified by the 34 Drawings 35 b. Pavement removal 36 c. Excavation 37 d. Hauling 38 e. Disposal of excess material 39 f. Furnishing,placement and compaction of embedment 40 g. Furnishing,placement and compaction of backfill CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised June 19,2013 33 3120-2 POLYVINYL CHLORIDE(PVC)GRAVITY SANITARY SEWER PIPE Page 2 of 6 1 h. Trench water stops 2 i. Clean-up 3 j. Cleaning 4 k. Testing 5 1.3 REFERENCES 6 A. Reference Standards 7 1. Reference standards cited in this Specification refer to the current reference 8 standard published at the time of the latest revision date logged at the end of this 9 Specification, unless a date is specifically cited. 10 2. American Association of State Highway and Transportation(AASHTO). 11 3. ASTM International(ASTM): 12 a. D1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) 13 Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC)Compounds. 14 b. D2412, Standard Test Method for Determination of External Loading 15 Characteristics of Plastic Pipe by Parallel-Plate Loading. 16 c. D2241, Standard Specification for Type PSM Poly(Vinyl Chloride)(PVC) 17 Sewer Pipe and Fittings. 18 d. D3212, Standard Specification for Joints for Drain and Sewer Plastic Pipes 19 Using Flexible Elastomeric Seals. 20 e. F679, Standard Specification for Poly(Vinyl Chloride) (PVC)Large-Diameter 21 Plastic Gravity Sewer Pipe and Fittings. 22 4. Texas Commission on Environmental Quality (TCEQ): 23 a. Title 30,Part 1,Chapter 217, Subchapter C, Rule 217.53 —Pipe Design. 24 b. Title 30, Part I,Chapter 217, Subchapter C,Rule 217.54—Criteria for Laying 25 Pipe. 26 c. Title 30,Part 1,Chapter 217, Subchapter C,Rule 217.57—Testing 27 Requirements for Installation of Gravity Collection System Pipes. 28 5. Underwriters Laboratories, Inc. (UL). 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals shall be in accordance with Section 01 33 00. 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 34 A. Product Data 35 1. Product data sheet 36 2. Manufacturer 37 3. Nominal pipe diameter 38 4. Standard dimension ratio(SDR) 39 5. Cell classification 40 6. Laying lengths 41 B. Certificates CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,027939 Revised June 19,2013 333120-3 POLYVINYL CHLORIDE(PVC)GRAVITY SANITARY SEWER PIPE Page 3 of 6 1 1. Furnish an affidavit certifying that all PVC Gravity Pipe meets the provisions of 2 this Section and has been air and deflection tested and meets the requirements of 3 ASTM D2241 and ASTM P679. 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 7 A. Qualifications 8 1. Manufacturers 9 a. Finished pipe shall be the product of I manufacturer for each size per project, 10 unless otherwise approved by the City. 11 1) Change orders, specials and field changes may be provided by a different 12 manufacturer upon City approval. 13 b. Pipe manufacturing operations shall be performed under the control of the 14 manufacturer. 15 c. All pipe furnished shall be in conformance with ASTM D2241 (4-inch through 16 15-inch)and ASTM F679(18-inch through 27-inch). 17 1.10 DELIVERY,STORAGE,AND HANDLING 18 A. Storage and Handling Requirements 19 1. Gravity pipe shall be stored and handled in accordance with the manufacturer's 20 guidelines. 21 2. Secure and maintain a location to store the material in accordance with 22 Section 0166 00. 23 1.11 FIELD [SITE1 CONDITIONS [NOT USED) 24 1.12 WARRANTY [NOT USED] 25 PART 2- PRODUCTS 26 2.1 OWNER-FURNISHED [OR) OWNER-SUPPLIEDPRODUCTS [NOT USED] 27 2.2 EQUIPMENT,PRODUCT TYPES AND MATERIALS 28 A. Manufacturers 29 1. Only the manufacturers as Iisted in the City's Standard Products List will be 30 considered as shown in Section 0160 00. 31 a. The manufacturer must comply with this Specification and related Sections. 32 2. Any product that is not listed on the Standard Products List is considered a 33 substitution and shall be submitted in accordance with Section 0125 00. 34 B. Performance/Design Criteria 35 1. Pipe 36 a. Meet all requirements of TCEQ. 37 b. Design in accordance with ASTM D2241 for 4-inch through 15-inch SDR 26 38 and ASTM F679 for 18-inch through 27-inch 46PS/115PS. 39 c. PVC Gravity Sanitary Sewer Pipe shall be approved by the UL. CITY OF FORT WORTIi Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised June 19,2013 333120-4 POLYVINYL CHLORIDE(PVC)GRAVITY SANITARY SEWER PIPE Page 4 of 6 1 d. Assume a standard lay length of 14 feet and 20 feet except for special fittings or 2 closure pieces necessary to comply with the Drawings. 3 e. Use green coloring for ground identification as sanitary sewer pipe. 4 f. PVC meeting the requirements of ASTM D1784,with a cell classification of 5 12454 or 12364 6 g. Deflection Design 7 1) Base pipe design on pipe stiffness, soil stiffness and load on the pipe. 8 2) Design pipe according to the Modified Iowa Formula as detailed by the 9 Uni-Bell PVC Pipe Association in the Handbook of PVC Pipe,using the 10 following parameters: 11 a) Unit Weight of Fill (w)= 130 pounds per cubic foot 12 b) Live Load=AAS14TO HS 20 13 c) Trench Depth= 12 feet minimum,or as indicated in Drawings 14 d) Maximum(E')= 1,000 max 15 e) Deflection Lag Factor(DL)= 1.0 16 f) Bedding Factor constant(K)=0.1 17 g) Mean radius of the pipe(r), inches, as indicated in Drawings 18 h) Marston's load per unit length(W),pounds per inch, calculate per 19 Drawings 20 i) PVC modulus of elasticity(E)=400,000 psi 21 j) Moment of inertia of pipe wall per unit length,(I)=t3/12,(in4/in),per 22 pipe type and size 23 (1) Where(t)=pipe thickness, inches 24 k) Maximum Calculated Deflection=5 percent 25 h. Pipe Flotation: If the pipe is buried in common saturated soil(about 120 pounds 26 per cubic foot)with at least 1'/2 pipe diameters of cover,pipe is generally not 27 subject to flotation. If shallower, check groundwater flotation potential. 28 FIotation will occur if: 29 30 Fb> Wp+Wf+Wd 31 32 Where: Fb=buoyant force,pound per foot 33 Wp=empty pipe weight,pound per foot 34 Wf=weight of flooded soil, pound per foot 35 Wd—weight of dry soil,pound per foot 36 37 Values and formulas for the above variables can be obtained from the pipe 38 manufacturer and site specific soil conditions. 39 i. Verify trench depths after existing utilities are located. 40 j. Accommodate vertical alignment changes required because of existing utility or 41 other conflicts by an appropriate change in pipe design depth. 42 k. In no case shall pipe be installed deeper than its design allows. 43 2. Minimum pipe stiffness of 46 psi at 5 percent deflection when test in accordance 44 with ASTM D2412, 45 3. Pipe markings 46 a. Meet the minimum requirements of ASTM D2241 and ASTM F679. 47 b. Minimum pipe markings shall be as follows: 48 1) Manufacturer's Name or Trademark and production record 49 2) Nominal pipe size CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised June 19,2013 333120-5 POLYVINYL CHLORIDE(PVC)GRAVITY SANITARY SEWER PIPE Page 5 of 6 1 3) PVC cell classification 2 4) ASTM or Standard Dimension Ratio(SDR)designation 3 5) Seal of testing agency that verified the suitability of the pipe 4 4. Joints 5 a. Joints shall be gasket, bell and spigot,push-on type conforming to 6 ASTM D3212. 7 b. Since each pipe manufacturer has a different design for push-on joints;gaskets 8 shall be part of a complete pipe section and purchased as such. 9 5. Connections 10 a. Only use manufactured fittings. 1 i b. See Section 33 3150, 12 6. Detectable Metallic Tape 13 a. See Section 33 05 26, 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3 - EXECUTION 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION[NOT USED] 20 3.4 INSTALLATION 21 A. General 22 1. Install pipe, specials and appurtenances as specified herein, as specified in Section 23 33 05 10, and in accordance with the pipe manufacturer's recommendations. 24 2. Lay pipe to the lines and grades as indicated in the Drawings. 25 3. Excavate and backfill trenches in accordance with Section 33 05 10. 26 4. Embed PVC pipe in accordance with Section 33 05 10. 27 B. Pipe Handling 28 1. Haul and distribute pipe and fittings at the project site. 29 2. Handle piping with care to avoid damage. 30 a. Inspect each joint of pipe and rejector repair any damaged pipe prior to 31 lowering into the trench. 32 b. Use only nylon ropes, slings or other lifting devices that will not damage the 33 surface of the pipe for handling the pipe. 34 3. At the close of each operating day: 35 a. Keep the pipe clean and free of debris, dirt, animals and trash—during and after 36 the laying operation. 37 b. Effectively seal the open end of the pipe using a gasketed night cap. 38 C. Pipe Joint Installation 39 a. Clean dirt and foreign material from the gasketed socket and the spigot end. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised June 19,2013 333120-6 POLYVINYL CHLORIDE(PVC)GRAVITY SANITARY SEWER PIPE Page 6 of 6 1 b. Assemble pipe joint by sliding the lubricated spigot end into the gasketed bell 2 end to the reference mark. 3 c. Install such that identification marking on each joint are oriented upward toward 4 the trench opening. 5 d. When making connection to manhole, use an elastomeric seal or flexible boot to 6 facilitate a seal. 7 D. Connection Installation 8 1. See Section 33 3150. 9 E. Detectable Metallic Tape Installation 10 1. See Section 33 05 26, 11 3.5 REPAIR/RESTORATION [NOT USED] 12 3.6 RE-INSTALLATION [NOT USED] 13 3.7 FIELD IoR] SITE QUALITY CONTROL 14 A. Field Tests and Inspections 15 1. Video Inspection 16 a. Provide a Past-CCTV inspection in accordance with Section 33 0131. 17 2. Air Test and Deflection(Mandrel)Test 18 a. Perform in accordance with Section 33 01 30. 19 3.8 SYSTEM STARTUP [NOT USED] 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 END OF SECTION 27 Revision Log DATE NAME SUMMARY OF CHANGE 6/18/13 D.Johnson 2.2.13.Lb—Pipe Material Clarification 28 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.027939 Revised,lune 19,2013 333123-1 SANITARY SEWER PIPE ENLARGEMENT Page] of 8 1 SECTION 33 3123 2 SANITARY SEWER PIPE ENLARGEMENT 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements to rehabilitate existing sanitary sewers by the pipe enlargement 7 system,herein called Pipe Bursting or Pipe Crushing(Pipe Bursting/Crushing) 8 a. This system includes splitting or bursting the existing pipe to install anew 9 polyethylene pipe and reconnect existing sewer service connections. 10 B. Deviations from this City of Fort Worth Standard Specification I 1 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 l. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 —General Requirements 16. 3. Section 33 0130--Sewer and Manhole Testing 17 4. Section 33 0131 —Closed Circuit Television(CCTV) Inspection 18 5. Section 33 03 10—Bypass Pumping of Existing Sewer Systems 19 6, Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 20 7. Section 33 31 15—High Density Polyethylene(HDPE)Pipe for Sanitary Sewer 21 8. Section 33 31 50—Sanitary Sewer Service Connections and Service Line 22 9. Section 33 39 10—Cast-in-Place Concrete Manholes 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Pipe Installation by Pipe Enlargement 26 a. Measurement 27 1) Measured horizontally along the surface from center line to center line of 28 the manhole or appurtenance 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under"Measurement"will be paid for at the unit 32 price bid per linear foot for"Pipe Enlargement"installed for: 33 a) Various sizes 34 c. The price bid shall include: 35 1) Furnishing and installing pipe as specified by the Drawings 36 2) Pavement removal 37 3) Excavation 38 4) Hauling 39 5) Launching pit 40 6) Receiving pit CITY OF FORT WORTH Sanitary Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 33 3123-2 SANITARY SEWER PIPE ENLARGEMENT Page 2 of 8 1 7) Bypass Pumping for pipes smaller than 18-inches 2 8) Disposal of excess material 3 9) Furnishing,placement and compaction of backfill 4 10) Clean-up 5 11) Cleaning 6 12) Testing 7 2. Point Repair 8 a. Measurement 9 1) Measurement for this Item shall be by the linear foot measured horizontally 10 along the surface following the pipe centerline for the length identified 11 during the Pre-CCTV inspection and directed by the City. 12 b. Payment 13 1) The work performed and materials furnished in accordance with this Item 14 and measured as provided under"Measurement"will be paid for at the unit 15 price bid per linear foot for"Sewer Pipe,Point Repair"installed for: 16 a) Various sizes 17 c. The price bid shall include: 18 1) Furnishing and installing pipe as specified by the Drawings 19 2) Coupling 20 3) Pavement removal 21 4) Excavation 22 5) Hauling 23 6) Bypass Pumping for pipes smaller than 18-inches 24 7) Disposal of excess material 25 8) furnishing,placement and compaction of backfill 26 9) Clean-up 27 10) Cleaning 28 11) Testing 29 3. Service Reinstatement,Pipe Enlargement 30 a. Measurement 31 1) Measurement for this Item shall be per each service to be reinstated. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 and measured as provided under"Measurement"shall be paid for at the 35 unit price bid per each"Service Reinstatement,Pipe Enlargement". 36 c. The price bid shall include: 37 1) Furnishing and installing pipe as specified by the Drawings 38 2) Pavement removal 39 3) Excavation 40 4) Hauling 41 5) Launching pit 42 6) Receiving pit 43 7) Bypass Pumping for pipes smaller than 18-inches 44 8) Disposal of excess material 45 9) Furnishing,placement and compaction of backfill 46 10) Clean-up 47 11) Cleaning 48 12) Testing CCTV OP FORT WORTH Sanitary Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,02739 Revised December 20,2012 33 3123-3 SANITARY SEWER PIPE ENLARGEMENT Page 3 of 8 1 1.3 REFERENCES 2 A. Abbreviations and Acronyms 3 1. HDPE—High Density Polyethylene 4 2. CCTV—Closed Circuit Television 5 B. Definitions 6 1. Pipe Bursting/Crushing 7 a. The reconstruction of gravity sewer pipe by installing an approved pipe 8 material by use of a static,hydraulic or pneumatic hammer"moling"device, 9 suitably sized to break out the old pipe or by using a modified boring"knife" 10 with a flared plug that implodes and crushes the existing sewer pipe. 11 b. Forward progress of the"mole" or the "knife" may be aided by the use of 12 hydraulic equipment or other apparatus. 13 c. The replacement pipe is either pulled or pushed into the bore. 14 d. The method allows for replacement of pipe sizes from 8-inches through 21- 15 inches and/or upsizing in varying increments up to 21-inches. 16 C. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this I9 Specification,unless a date is specifically cited. 20 2. American Society for Testing and Materials(ASTM): 21 a. D1248 Specifications for Polyethylene Plastic Molding and Extension 22 Materials 23 b. D1693 Test for Environmental Stress-Cracking of Ethylene Plastics 24 c. D2122 Determining Dimensions of Thermoplastic Pipe and Fittings 25 d. D2837 Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials 26 e. D3350 Specification for Polyethylene Plastic Pipe and Fittings Materials 27 f. F714 Specification for Polyethylene(PE)Plastic Pipe(SDR-PR)Based on 28 Outside Diameter(3" IPS and Larger) 29 3. City of Fort Worth Code of Ordinances 30 a. Part II, Chapter 23 Offenses and Miscellaneous Provisions, Section 8 Noise 31 1.4 ADMINISTRATIVE REQUIREMENTS 32 A. Coordination 33 1. Coordinate with City,Engineer,franchise utilities,etc. as described in the 34 Drawings. 35 2. Provide advanced notice prior to commencing actual pipe enlargement activities,as 36 described in the Drawings, in order to allow the City to provide appropriate 37 advanced notice to affected residents. 38 3. Review the location and number of insertion or access pits with the City Inspector 39 prior to excavation. 40 B. Sequencing 41 1. Provide a bypass pumping plan,when required,detailing collection and discharge 42 locations and method of bypass pumping in accordance with Section 33 03 10,prior 43 to the start of construction. CITY OF FORT WORTH Sanitary Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 3331 23-4 SANITARY SEWER PIPE ENLARGEMENT Page 4 of 8 1 2. Provide a phasing plan with the sequence of construction prior to the start of 2 construction. 3 1.5 SUBMITTALS 4 A. Submittals shall be in accordance with Section 0133 00. 5 B. All submittals shall be approved by the City prior to delivery. 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 7 A. Special Procedure Submittals 8 1. Provide a bypass pumping plan when required by Contract Documents in 9 accordance with Section 33 03 10. 10 2. Provide a phasing plan with the sequence of construction prior to the start of 11 construction. 12 1.7 CLOSEOUT SUBMITTALS 13 A. Record Documentation 14 1. Provide Closed Circuit Television inspection reports in accordance with Section 33 15 0131. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Qualifications 19 1. The Contractor shall be certified by the particular Pipe Enlargement system 20 manufacturer that such firm is a licensed installer of their system. No other Pipe 21 Enlargement system other than those listed in these Specifications is acceptable. 22 2. The Contractor shall be able to show that the personnel directly involved with the 23 Pipe Enlargement have adequate experience with similar work. 24 B. Pre-construction and Post-construction Testing 25 1. Provide Pre-construction and Post-construction Closed Circuit Television(CCTV) 26 Inspection of the pipeline to be replaced and/or enlarged in accordance with Section 27 33 01 31. 28 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] 30 1.12 WARRANTY [NOT USED] 31 PART 2 - PRODUCTS 32 2.1 OWNER-FURNISHED lou] OWNER-SUPPLIED PRODUCTS [NOT USED] 33 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 34 A. Manufacturers 35 1. Only the manufacturers as listed on the City's Standard Products List will be 36 considered as shown in Section 0160 00. CITY OF FORT WORTH Sanitary Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 333123-5 SANITARY SEWER PIPE ENLARGEMENT Page 5 of 8 1 a. The manufacturer must comply with this Specification and related Sections. 2 1. Any product that is not listed on the Standard Products List is considered a 3 substitution and shall be submitted in accordance with Section 0125 00. 4 B. Materials 5 1. HDPE Pipe 6 a. The pipe and fitting material shall conform to Section 33 31 15. _ 7 2. Service Saddles 8 a. Conform to Section 33 31 50. 9 3. Repair CIamp 10 a. Conform to Section 33 31 15. 11 4. Manhole Inverts and Benches 12 a. Inverts and benches requiring replacement shall conform to Section 33 39 10. 13 2.3 ACCESSORIES (NOT USED] 14 2.4 SOURCE QUALITY CONTROL [NOT USED] 15 PART 3- EXECUTION 16 3.1 INSTALLERS [NOT USED] 17 3.2 EXAMINATION 18 A. Verification of Conditions 19 1. Provide Pre-Construction Closed Circuit Television(CCTV)Inspection of the 20 pipeline to be replaced/enlarged in conformance with Section 33 01 31. 21 a. Inspection of the pipelines shall be performed by experienced personnel trained 22 in locating breaks, obstacles and service connections by Closed Circuit Color 23 Television- 24 B. Evaluation and Assessment 25 1. Identify, by location,the presence of line obstructions in the existing sewer(heavy 26 solids, dropped joints,protruding service taps or collapsed pipe)which will prevent 27 completion of the pipe bursting/crushing process and which cannot be removed by 28 conventional sewer cleaning equipment. 29 2. Identify, by location,the presence of sags in the sewer line(s)by the following 30 procedure: 31 a. Perform CCTV inspection. 32 b. Provide CCTV inspection results to the City. 33 c. The City Inspector will review the Pre-CCTV tapes to determine if any 34 excessive sags exist and will inform the Contractor which segments of pipe are 35 to be replaced by point repair. 36 3.3 PREPARATION 37 A. Bypassing Sewage 38 1. Bypass pump sewage in accordance with Section 33 03 10. 39 B. Line Obstructions 40 1. If identified in the CCTV inspection,remove line obstruction. CITY OF FORT WORTH Sanitary Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 333123-6 SANITARY SEWER PIPE ENLARGEMENT Page 6 of 8 1 a. Removal of obstruction is considered subsidiary to CCTV inspection. 2 C. Point Repairs 3 1. Perform point repair as identified on the Drawings or at the discretion of the City. 4 This may include: 5 1) Pipe replacement 6 2) Digging a sag elimination pit and bringing the bottom of the pipe trench to 7 a uniform grade in line with the existing pipe invert 8 3.4 INSTALLATION 9 A. Site Organization 10 1. Locate insertion or access pits such that their total number will be in inimized and 11 the length of replacement pipe installed in a single pull shall be maximized. 12 2. Use existing manholes wherever practical. 13 a. Manhole inverts and bottoms may be removed to permit access for installation 14 equipment. 15 3. Locate equipment used to perform the work away from buildings so as not to create 16 a noise impact. Conform to City of Fort Worth Code of Ordinances,Part II, Section 17 23-8. 18 a. Provide silencers or other devices to reduce machine noise as needed to meet 19 requirements. 20 B. Schedule 21 1. Upon commencement of the actual pipe enlargement, do not begin a segment of 22 work that cannot be completed before the end of the work day. 23 C. Finished Pipe 24 1. The installed replacement pipe shall be continuous over the entire length of each 25 pipe segment from manhole to manhole and shall be free from visual defects such 26 as foreign inclusions, concentrated ridges, discoloration,pitting,varying wall 27 thickness,pipe separation and other deformities. 28 2. Carefully cut out the replacement pipe passing through or terminating in a manhole 29 in a shape and manner approved by the Engineer. 30 3. Streamline and improve the manhole invert and benches to ensure smooth flow. 31 4. The installed pipe shall meet the leakage requirements of the pressure test specified 32 herein. 33 D. Pipe Jointing 34 1. Assemble and join sections of HDPE replacement pipe on the job site above 35 ground. 36 2. Use the heating and butt-fusion system for jointing in strict conformance with the 37 manufacturer's printed instructions and in accordance to Section 33 31 IS. 38 3. Ensure that the butt-fusion joints have a smooth, uniform,double rolled back bead 39 made while applying the proper melt,pressure and alignment. 40 4. It shall be the sole responsibility of the Contractor to provide an acceptable butt- 41 fusion joint. 42 5. Make all joints available for inspection by the Engineer before insertion. CITY OF FORT WORTH Sanitary Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 333123-7 SANITARY SEWER PIPE ENLARGEMENT Page 7 of 8 1 6. Join the replacement pipe on site in appropriate working lengths near the insertion 2 pit. 3 a. The maximum length of continuous replacement pipe which shall be assembled 4 above ground and pulled on the job site at any 1 time shall be 625 linear feet. 5 7. For situations where the replacement pipe is not pulled all the way to the manhole, 6 a repair clamp shall be utilized to connect segments of the HDPE pipe, as approved 7 by the Engineer. 8 E. New Pipe Installation 9 1. Install new pipe in accordance with the manufacturer's recommendations. 10 F. Anchoring New Pipe and Sealing Manholes I 1 1. After the new pipe has been installed in the entire length of the sewer section, 12 anchor the pipe at manholes. 13 a. The new pipe shall protrude in the manholes for enough distance to allow 14 sealing and trimming(but not less than 4 inches). 15 2. Wait a minimum of 10 hours after installation before sealing the new pipe at 16 manholes. 17 3. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, 18 centered in the existing manhole wall. 19 4. Grout flexible connector in the manhole,filling all voids the full thickness of the 20 manhole wall. 21 5. Restore manhole bottom and invert. 22 G. Sewer Service Connections 23 1. Install service connections in accordance with Section 33 31 50. 24 H. Rescue 25 1. The cost for rescue of static,hydraulic or pneumatic hammer"moling"devices or 26 modified boring"knives"that become stuck or excessively buried and require 27 additional excavation to retrieve shall be the sole responsibility of the Contractor. 28 1. Surface Restoration 29 1. Any damage caused to paving structures or any other surface fracture resulting 30 from the pipe enlargement shall be repaired or replaced to the same condition,or 31 better, at the expense of the Contractor. 32 3.5 REPAIR/RESTORATION [NOT USED] 33 3.6 RE-INSTALLATION [NOT USED] 34 3.7 FIELD loe] SITE QUALITY CONTROL 35 A. Post-Construction Closed Circuit Television(CCTV)Inspection 36 1. Video Inspection 37 a. Conduct a Post-Construction CCTV Inspection in accordance with Section 33 38 01 31. CITY OF FORT WORTH Sanitary Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 333123-8 SANITARY SEWER PIPE ENLARGPMFNT Page 8 of 8 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9 CITY OF FORT WORTH Sanitary Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 333150- I SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 1 of 10 1 SECTION 33 3150 2 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Sanitary sewer service connection, service line and 2-way cleanout from the main 7 to the right-of-way, as shown on the Drawings, directed by the Engineer and 8 specified herein for: 9 a. New Service 10 b. New Service(Bored) I I c. Private Service Relocation 12 d. Service Reinstatement 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. 'None. 15 C. Related Specification Sections include,but are not necessarily limited to: 16 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract I7 2. Division I —GeneraI Requirements 18 3. Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 19 4. Section 33 11 10—Ductile Iron Pipe 20 5. Section 33 11 11 --Ductile Iron Fittings 21 6. Section 33 3120—Polyvinyl Chloride(PVC)Gravity Sanitary Sewer Pipe 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment[Items in this Section are intended to be combined for 24 specific project situations. For example-Items 1, 2 or 3 should be used alone for a 25 previously unserviced lot. Items 1, 2 or 3 should be used in conjunction with Item 5 for 26 a service relocate where the new service is 5 feel or less from the existing service. 27 Items 1 or 2 should be combined with Items 4 and 5 for a service relocate where the 28 service is being moved more than 5 feet from the existing service.] 29 1. 4" Sanitary Sewer Service, Open Cut 30 a. Measurement 31 1) Measurement for this Item shall be per each"4"Sanitary Sewer Service, 32 Open Cut"complete in place. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 will be paid for at the unit price bid per each"Sewer Service"installed for: 36 a) Various sizes 37 c. The price bid shall include: 38 1) Furnishing and installing New Sanitary Sewer Service Line as specified by 39 the Drawings 40 2) Pavement removal 41 3) Excavation CITY OF FORTWORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 333€ 50-2 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LING Page 2 of 10 1 4) Hauling 2 5) Disposal of excess material 3 6) Tee connection to main 4 7) Fittings 5 8) 2-way cleanout and cap with concrete pad 6 9) Surface restoration,excluding grass(seeding, sodding or hydro-mulch paid 7 separately) 8 10) Furnishing,placing and compaction of embedment 9 11) Furnishing,placing and compaction of backfill 10 12) Clean-up 11 2. New Ductile Iron Sewer Service 12 a. Measurement 13 1) Measurement for this Item shall be per each Ductile Iron Sewer Service 14 complete in place. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 will be paid for at the unit price bid per each"DIP Sewer Service" installed 18 for: 19 a) Various sizes 20 c. The price bid shall include: 21 1) Furnishing and installing New DIP Sanitary Sewer Service Line as 22 specified by the Drawings 23 2) Pavement removal 24 3) Excavation 25 4) Hauling 26 5) Disposal of excess material 27 6) Tee connection to main 28 7) Fittings 29 8) 2-way cleanout and cap with concrete pad 30 9) Surface restoration, excluding grass(seeding,sodding or hydro-mulch paid 31 separately) 32 10) Furnishing,placing and compaction of embedment 33 11) Furnishing,placing and compaction of backfill 34 12) Clean-up 35 3. New Bored Sewer Service 36 a. Measurement 37 1) Measurement for this Item shall be per each Bored Sewer Service complete 38 in place. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under"Measurement"will be paid for at the unit 42 price bid per each"Bored Sewer Service"installed for: 43 a) Various sizes 44 b) Various materials 45 c. The price shall include: 46 1) Furnishing and installing New Sanitary Sewer Service Line as specified by 47 the Drawings 48 2) Pavement removal 49 3) Excavation CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 3331 50-3 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 3 of 10 1 4) Hauling 2 5) Disposal of excess material 3 6) Tee connection to main 4 7) Service Line 5 8) Fittings 6 9) 2-way cleanout and cap with concrete pad 7 10) Surface restoration surrounding 2-way cleanout 8 11) Furnishing,placing and compaction of embedment and backfill 9 12) Clean-up 10 4. Private Service Relocation 11 a. Measurement 12 1) Measured horizontally along the surface from center line to center line of 13 the fitting,manhole or appurtenance 14 b. Payment 15 1) The work performed and the materials furnished in accordance with this I6 Item and measured as provided under"Measurement"will be paid for at the 17 unit price bid per linear foot for"Private Sewer Service"installed for: 18 a) Various sizes 19 b) Various materials 20 c. The price shall include: 21 1) Obtaining appropriate Permit 22 2) Obtaining Right of Entry 23 3) Performing relocation as specified in the Drawings 24 4) Excavation 25 5) Hauling 26 6) Disposal of excess material 27 7) Service Line-private side by plumber 28 8) Fittings 29 9) Furnishing,placing and compaction of embedment 30 10) Furnishing, placing and compaction of backfill 31 11) Clean-up—surface restoration, excluding grass(seeding, sodding or hydro- 32 mulch paid separately) 33 5. Sewer Service Reconnection 34 a. Measurement 35 1) Measurement for this Item shall be per each"Sewer Service Reconnection" 36 complete in place from public service line connection to private service line 37 connection. 38 b. Payment 39 1) The work performed in conjunction with the relocation of a sewer service, 40 associated with private service line, fittings and cleanout 5 feet or less in 41 any direction from the centerline of the existing service line and the 42 materials furnished in accordance with this Item will be paid for at the unit 43 price per each"Sewer Service, Reconnection"performed for: 44 a) Various service sizes 45 c. The price bid shall include: 46 1) Private service line 47 2) Fittings 48 3) Private connection to sewer service 49 4) Pavement removal CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 333150-4 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 4 of 10 1 5) Excavation 2 6) Hauling 3 7) Disposal of excess material 4 8) Surface restoration, excluding grass(seeding,sodding or hydro-mulch paid 5 separately) 6 9) 7 10) 8 11) Clean-up 9 6. 2-way Cleanout 10 a. Measurement 11 l) Measurement for this Item shall be per each when only a"2-way Cleanout" 12 is installed. 13 b. Payment 14 1) The work performed and the materials furnished in accordance with this 15 Item shall be paid for at the unit price bid per each"2-way Cleanout" 16 installed for: 17 a) Various sizes 18 b) Various materials 19 c. The price bid shall include: 20 1) Furnishing and installing the 2-way Cleanout and cap as specified in the 21 Drawings 22 2) Pavement removal 23 3) Concrete pad 24 4) Surface restoration,excluding grass(seeding, sodding or hydro-mulch paid 25 separately) 26 5) Hauling 27 6) Disposal of excess material 28 7) Furnishing,placing and compaction of backfill 29 8) Clean-up 30 7. Service Reinstatement 31 a. Measurement 32 1) Measurement for this Item shall be per each Reinstatement of Service 33 associated with the sewer main being rehabilitated by a trenchless method. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this item 36 and measured as provided under"Measurement"will be paid for at the unit 37 price bid per each"Sewer Service,Reinstatement"for: 38 a) Various sizes 39 c. The price bid shall include: 40 1) Tap to existing main 41 2) Pavement removal 42 3) Excavation 43 4) Hauling 44 5) Disposal of excess material 45 6) Tee connection to main 46 7) Service line 47 8) 2-way cleanout and cap with concrete pad 48 9) Fittings 49 10) Furnishing,placing and compaction of embedment and backfill CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 3331 50-5 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 5 of 10 11) Clean-up—surface restoration,excluding grass(seeding, sodding or hydro- 2 mulch paid separately)references 3 B. Definitions 4 1. New Service 5 a. New service applies to the installation of a service with connection to a new or 6 existing sewer main. 7 b. The service materials would include service line,fittings and cleanout. 8 2. Bored Service 9 a. Bored service applies to the installation of a service with connection to a new or 10 existing sewer main including a bore under an existing road. 11 b. The service materials would include service line, fittings and cleanout. 12 3. Private Service Relocation 13 a. Private service relocation applies to the replacement of the existing sewer 14 service line on private property typically associated with the relocation of the 15 existing main. 16 b. Typical main relocation will be from a rear lot easement or alley to the street. 17 4. Service Reinstatement 18 a. Service reinstatement applies to the reconnection of an existing service to an 19 existing main that has been rehabilitated by trenchless methods such as pipe 20 enlargement(pipe bursting), slip lining or CIPP. 21 C. Reference Standards 22 1. Reference standards cited in this Specification refer to the current reference 23 standard published at the time of the latest revision date logged at the end of this 24 Specification,unless a date is specifically cited. 25 2. ASTM International(ASTM): 26 a. ASTM D3034 Standard Specification for Type PSM Poly (Vinyl Chloride) 27 (PVC) Sewer Pipe and Fittings 28 b. ASTM D1785 Standard Specification for Poly(Vinyl Chloride)(PVC)Plastic 29 Pipe, Schedules 40, 80 and 120. 30 c. ASTM D2321 Standard Practice for Underground Installation of Thermoplastic 31 Pipe for Sewers and Other Gravity-Flow Applications 32 d. ASTM D2412 Standard Test Method for Determination of External Loading 33 Characteristics of Plastic Pipe by Parallel-Plate Loading 34 e. ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic 35 Pipes Using Flexible Mastomeric Seals 36 3, Texas Commission on Environmental Quality 37 a. Title 30,Part],Chapter 217, Subchapter C, Rule 217.54—Criteria for Laying 38 Pipe and Rule 39 b. Title 30, Part 1, Chapter 217, Subchapter C,217.55—Manholes and Related 40 Structures 41 1.3 ADMINISTRATIVE REQUIREMENTS 42 A. Scheduling 43 1. Provide advance notice for service interruption to property owner and meet 44 requirements of Division 0. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 3331 50-6 SANITARY SEWER SERVICE CONNECTIONS AND SURVICE LINE Page 6 of 10 1 1.4 SUBMITTALS 2 A. Submittals shall be in accordance with Section 0133 00. 3 B. All submittals shall be approved by the City prior to delivery. 4 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 5 A. Product data shall include, if applicable- 6 l. Tee connection or saddle 7 2. Fittings(including type of cleanout) 8 3. Service line 9 B. Certificates 10 1. Furnish an affidavit certifying that service line and fittings meet the provisions of 11 this Section. 12 1.6 CLOSEOUT SUBMITTALS [NOT USED] 13 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.8 QUALITY ASSURANCE [NOT USED] 15 1.9 DELIVERY, STORAGE,AND HANDLING 16 A. Storage and Handling Requirements 17 1, Gravity pipe shall be stored and handled in accordance with the manufacturer's 18 guidelines. 19 2. Protect all parts such that no damage or deterioration will occur during a prolonged 20 delay from the time of shipment until installation is completed and the units and 21 equipment are ready for operation. 22 3. Protect all equipment and parts against any damage during a prolonged period at the 23 site. 24 4. Prevent plastic and similar brittle items from being directly exposed to sunlight or 25 extremes in temperature. 26 5. Secure and maintain a location to store the material in accordance with Section 01 27 6600. 28 1.10 FIELD [SITE] CONDITIONS [NOT USED] 29 1.11 WARRANTY [NOT USED] 30 PART 2 - PRODUCTS 31 2.1 OWNER-FURNISHED [NOT USED] 32 2.2 EQUIPMENT,PRODUCT TYPES, MATERIALS 33 A. Manufacturers 34 1. Only the manufacturers as listed on the City's Standard Products List will be 35 considered as shown in Section 01 60 00. 36 a. The manufacturer must comply with this Specification and related Sections. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 333150-7 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 7 of 10 1 2. Any product that is not listed on the Standard Products List is considered a 2 substitution and shall be submitted in accordance with Section 0125 00. 3 3. The services and appurtenances shall be new and the product of a manufacturer 4 regularly engaged in the manufacturing of services and appurtenances having 5 similar service and size. 6 B. Materials/Design Criteria 7 1. Service Line and Fittings(including tee connections) 8 a. PVC pipe and fittings on public property shall be in accordance with Section 33 9 3120. I0 b. PVC pipe and fittings on private property shall be Schedule 40 in accordance 11 with ASTM D1785. 12 c. Ductile iron pipe and fittings shall be coated with ceramic epoxy in accordance 13 with Section 33 11 10 and Section 33 11 11. 14 2. Service saddle 15 a. Service saddles shall only be allowed when connecting a new service to an 16 existing sanitary sewer main and shall: 17 1) Be a 1-piece prefabricated saddle, either polyethylene or PVC, with 18 neoprene gasket for seal against main 19 2) Use saddle to fit outside diameter of main 20 3) Use saddle with grooves to retain band clamps 21 4) Use at least 2 stainless steel band clamps for securing saddles to the main 22 b. Inserta tees service connections may not be used. 23 3. Cleanout 24 a. Cleanout stack material should be in accordance with City Standard Details or 25 as shown on Drawings. 26 b. For paved areas,provide a cast iron cleanout and cast iron lid. 27 c. For unpaved areas, provide PVC cleanout and polyethylene lid. 28 4. Coupling 29 a. For connections between new PVC pipe stub out and existing service line, use 30 rubber sleeve couplings with stainless steel double-band repair sleeves to 31 connect to the line. 32 2.3 ACCESSORIES [NOT USED] 33 2.4 SOURCE QUALITY CONTROL [NOT USED] 34 PART 3- EXECUTION [NOT USED] 35 31 INSTALLERS 36 A. A licensed plumber is required for installations of the service line on private property. 37 3.2 EXAMINATION [NOT USED] 38 3.3 PREPARATION [NOT USED] 39 3.4 INSTALLATION 40 A. General CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 3331 50-8 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 8 of 10 1 1. Install service line,fittings and cleanout as specified herein, as specified in Section 2 33 05 10 and in accordance with the pipe manufacturer's recommendations. 3 B. Handling 4 1. Haul and distribute service lines, fittings and cleanouts at the project site and handle 5 with care to avoid damage. 6 a. Inspect each segment of service line and rejector repair any damaged pipe 7 prior to lowering into the trench. 8 2. Do not handle the pipe in such a way that will damage the pipe. 9 C. Service Line 10 1. Lay service line at a minimum grade of 2 percent, as shown on City Standard 11 details, or at lines and grades as indicated in the Drawings. 12 2. If service line is installed by bore as an alternative to open cut,the cost associated 13 with open cut installation,such as pavement removal,trenching,embedment and 14 backfill and pavement patch will not be included as part of the bore installation. 15 3. Excavate and backfill trenches in accordance with 33 05 10. 16 4. Embed PVC Pipe in accordance with 33 05 10. 17 D. Cleanout 18 1. Install out of traffic areas such as driveways, streets and sidewalks whenever 19 possible. 20 a. When not possible, install cast iron cleanout stack and cap. 21 2. Install 2-way cleanout in non-paved areas in accordance with City Standard Details. 22 3. Install 2-way cleanout in paved areas in accordance with City Standard Details. 23 E. Service line connection to main 24 1. New service on now or replacement main 25 a. Determine location of service connections before main installation so the 26 service fittings can be installed during main installation. 27 b. Connect service line to main with a molded or fabricated tee fitting. 28 2. Reconnection to main after pipe enlargement 29 a. Tapping the existing main and installing a strap on tee connection may be used. 30 b. Allow the new main to recover from imposed stretch before tapping and service 31 installation. 32 1) Follow manufacturer's recommendation for the length of time needed. 33 c. Tap main at 45 degree angle to horizontal when possible. 34 1) Avoid tapping the top of main. 35 d. Extend service line from main to property line or easement line before 36 connecting to the existing service line. 37 3. New service on existing main 38 a. Connect service line to main with a molded or fabricated tee fitting if possible. 39 b. Tapping the existing main and installing a strap on tee connection may be used. 40 F. Private Service Relocation 41 1. Requirements for the relocation of service line on private property 42 a. A licensed plumber must be used to install service line on private property. 43 b. Obtain permit from the Development Department for work on private property. 44 c. Pay for any inspection or permit fees associated with work on private property. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 333150-9 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 9 of 10 1 d. Verify(by Exploratory Excavation of Existing Utilities)the elevations at the 2 building cleanout and compare to data on the Drawings before beginning 3 service installation. 4 e. Submit elevation information to the City inspector. 5 f. Verify that the 2 percent slope installation requirement can be met. 6 1) If the 2 percent slope cannot be met, verify with the Engineer that line may 7 be installed at the lesser slope. 8 3.5 REPAIR/RESTORATION [NOT USED] 9 3.6 RE-INSTALLATION 10 A. Service Relocation 11 1. All relocations that are not installed as designed or fail to meet the City code shall 12 be reinstalled at the Contractor's expense. 13 3.7 FIELD QUALITY CONTROL 14 A. Inspections 15 1. Private property service line requires approval by the City plumbing inspector 16 before final acceptance. 17 3.8 SYSTEM STARTUP[NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 312 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log DATE NAME SUMMARY OF CHANGE Throughout—Deep Sewer Service was removed 1.2—Measurement and Payment Items were revised to include relocation and 12/20/2012 D.Johnson reconnection;Blue text was added for guidance in applying the bid Items;Price bid lists revised to include clean-out caps,pads and surface restoration. Added the phrase`,including grass'to lines; Part 1, 1.2.A.I.c.9,Partl, 1.2.A.2.c.9,Part 1,1.2.A.5.c.8,Parti, 1.2.A.6.c.4 2/13/2013 F.Griffin Added the phrase -surface restoration,including grass'to lines; Part 1, 1.2.AA.c.11,Part 1, 1.2.A.7.10 Removed the phrase`surrounding 2-way cleanout'from lines; CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 33 31 50-10 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LIFE Page 10 of 10 Part 1, 1.2.A.1.c.9,Part 1, 1.2.A.2.c9,Part 1, 1.2.A.6.c.4 Revised lines with`including grass'replacing with`excluding grass(seeding, sodding or hydromulching paid separately)' 4/26/2013 F.Griffin Included in Part 1, 1.2,A, 1,c,9;Part 1, 1.2,A,2,c,9;Part 1, 1.2,A,4,c, 11;Part 1, 1.2,A,5,c,8;Part 1, 1.2,A,6,c,4;Part 1, 1.2,A,7,c, 10 1 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised April 26,2013 33 39 20-I PRECAST CONCRETE MANHOLF Page 1 of 6 1 SECTION 33 39 20 2 PRECAST CONCRETE MANHOLE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Sanitary Sewer, Water Appurtenance,or Reclaimed Water Appurtenance Precast 7 Concrete Manholes 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 1 I 1. Division 0—Bidding Requirements,Contract Forms, and Conditions of the I2 Contract 13 2. Division I —General Requirements 14 3. Section 03 30 00—Cast-in-Place Concrete 15 4. Section 03 80 00—Modifications to Existing Concrete Structures 16 5. Section 33 01 30—Sewer and Manhole Testing 17 6. Section 33 05 13—Frame, Cover, and Grade Rings 18 7. Section 33 39 60—Epoxy Liners for Sanitary Sewer Structures 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Manhole 22 a. Measurement 23 1) Measurement for this Item shall be per each concrete manhole installed. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item shall be paid for at the unit price bid per each"Manhole"installed for: 27 a) Various sizes 28 b) Various types 29 c. The price bid will include: 30 1) Manhole structure complete in place 31 2) Excavation 32 3) Forms 33 4) Reinforcing steel (if required) 34 5) Concrete 35 6) Backfill 36 7) Foundation 37 8) Drop pipe 38 9) Stubs 39 10) Frame 40 11) Cover 41 12) Grade rings CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 Z 333920-2 PRECAST CONCRETE MANHOLE Page 2 of 6 1 13) Pipe connections 2 14) Pavement removal 3 15) Hauling 4 16) Disposal of excess material 5 17) Placement and compaction of backfill 6 18) Clean-up 7 2. Extra Depth Manhole 8 a. Measurement 9 1) Measurement for added depth beyond 6 feet will be per vertical foot, 10 measured to the nearest 1110 foot. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 and measured as provided under"Measurement"will be paid for at the unit 14 price bid per vertical foot for"Extra Depth Manhole" specified for: 15 a) Various sizes 16 c. The price bid will include: 17 1) Manhole structure complete in place 18 2) Excavation 19 3) Forms 20 4) Reinforcing steel (if required) 21 5) Concrete 22 6) Backfill 23 7) Foundation 24 8) Drop pipe 25 9) Stubs 26 10) Frame 27 11) Cover 28 12) Grade rings 29 13) Pipe connections 30 14) Pavement removal 31 15) Hauling 32 16) Disposal of excess material 33 17) PIacement and compaction of backfill 34 18) Clean-up 35 1.3 REFERENCES 36 A. Definitions 37 1. Manhole Type 38 a. Standard Manhole(See City Standard Details) 39 1) Greater than 4 feet deep up to 6 feet deep 40 b. Standard Drop Manhole(See City Standard Details) 41 1) Same as Standard Manhole with external drop connection(s) 42 c. Type"A"Manhole(See City Standard Details) 43 1) Manhole set on a reinforced concrete block placed around 39-inch and 44 larger sewer pipe. 45 d. Shallow Manhole(See City Standard Details) 46 1) .Less than four 4 deep with formed invert for sewer pipe diameters smaller 47 than 39-inch 48 2. Manhole Size CITY OF FORT'WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,02739 Revised December 20,2012 333920-3 PRECAST CONCRETE MANHOLE Page 3 of 6 1 a. 4 foot diameter 2 1) Used with pipe ranging from 6-inch to 21-inch 3 b. 5 foot diameter 4 1) Used with pipe ranging from 24-inch to 36-inch 5 2) See specific manhole design on Drawings for pipes larger than 36-inch. 6 B. Reference Standards 7 1. Reference standards cited in this Specification refer to the current reference 8 standard published at the time of the latest revision date logged at the end of this 9 Specification, unless a date is specifically cited. 10 2. ASTM International (ASTM): 11 a. C443, Standard Specification for Joint for Concrete Pipe and Manholes, Using 12 Rubber Gaskets 13 b. C478, Standard Specification for Precast Reinforced Concrete Manhole 14 Sections. 15 c. C923, Standard Specification for Resilient Connectors Between Reinforced 16 Concrete Manholes Structures, Pipes, and Laterals. 17 d. Dl 187, Standard Specification for Asphalt-Base Emulsion for Use as Protective 18 Coatings for Metal 19 e. D1227, Standard Specification for Emulsified Asphalt Used as a Protective 20 Coating for Roofing 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS 23 A. Submittals shall be in accordance with Section 0133 00. 24 B. All submittals shall be approved by the City prior to delivery. 25 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 26 A. Product Data 27 1. Precast Concrete Manhole 28 2. Drop connection materials 29 3. Pipe connections at manhole walls 30 4. Stubs and stub plugs 31 5. Admixtures 32 6. Concrete Mix Design 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE [NOT USED] 36 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 37 1.11 FIELD [SITE] CONDITIONS [NOT USED] 38 1.12 WARRANTY 39 A. Manufacturer Warranty CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 333920-4 PRECAST CONCRETE MANHOLE Page 4 of 6 1 1. Manufacturer's Warranty shall be in accordance with Division 1. 2 PART2- PRODUCTS 3 2.1 OWNER-FURNISHED [ots] OWNER-SUPPLIED PRODUCTS [NOT USED] 4 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS 5 A. Manufacturers 6 1. Only the manufacturers as listed on the City's Standard Products List will be 7 considered as shown in Section 01 60 00. 8 a. The manufacturer must comply with this Specification and related Sections. 9 2. Any product that is not listed on the Standard Products List is considered a 10 substitution and shall be submitted in accordance with Section 0125 00. II B. Materials 12 1. Precast Reinforced Concrete Sections—Conform to ASTM C478. 13 2. Precast Joints 14 a. Provide gasketed joints in accordance with ASTM C443. 15 b. Minimize number of segments. 16 c. Use long joints at the bottom and shorter joints toward the top. 17 d. Include manufacturer's stamp on each section. 18 3. Lifting Devices 19 a. Manhole sections and cones may be-furnished with lift lugs or lift holes. 20 1) If lift lugs are provided,place 180 degrees apart. 21 2) If lift holes are provided,place 180 degrees apart and grout during manhole 22 installation. 23 4. Frame and Cover—Conform to Section 33 05 13. 24 5. Grade Ring—Conform to Section 33 05 13 and ASTM C478, 25 6. Pipe Connections 26 a. Utilize either an integrally cast embedded pipe connector or a boot-type 27 connector installed in a circular block out opening conforming to ASTM C923. 28 7. Steps 29 a. No steps are allowed. 30 8. Interior Coating or Liner—Conform to Section 33 39 60. 31 9. Exterior Coating 32 a. Coat with non-fibered asphaltic emulsion in accordance with ASTM DI 187 33 Type I and ASTM D1227 Type III Class 1. 34 2.3 ACCESSORIES [NOT USED] 35 2.4 SOURCE QUALITY CONTROL [NOT USED] CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 333920-5 PRECAST CONCRETE MANHOLE Page 5 of 6 1 PART 3- EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION 4 A. Evaluation and Assessment 5 1. Verify lines and grades are in accordance to the Drawings. 6 3.3 PREPARATION 7 A. Foundation Preparation 8 1. Excavate 8 inches below manhole foundation. 9 2. Replace excavated soil with course aggregate; creating a stable base for manhole 10 construction. 1 l a. If soil conditions or ground water prevent use of course aggregate base a 2-inch 12 mud slab may be substituted. 13 3.4 INSTALLATION 14 A. Manhole 15 1. Construct manhole to dimensions shown on Drawings. 16 2. Precast Sections 17 a. Provide bell-and-spigot design incorporating a premolded joint sealing 18 compound for wastewater use. 19 b. Clean bell spigot and gaskets, lubricate and join. 20 c. Minimize number of segments. 21 d. Use long joints used at the bottom and shorter joints toward the top. 22 B. Invert 23 1. Construct invert channels to provide a smooth waterway with no disruption of flow 24 at pipe-manhole connections. 25 2. For direction changes of mains, construct channels tangent to mains with maximum 26 possible radius of curvature. 27 a. Provide curves for side inlets. 28 3. For all standard manholes provide full depth invert. 29 4. For example, if 8-inch pipe in connected to manhole construct the invert to full 8 30 inches in depth. 31 C. Drop Manhole Connection 32 1. Install drop connection when sewer line enters manhole higher than 24 inches 33 above the invert. 34 D. Final Rim Elevation 35 1. Install concrete grade rings for height adjustment. 36 a. Construct grade ring on load bearing shoulder of manhole. 37 b. Use sealant between rings as shown on Drawings. 38 2. Set frame on top of manhole or grade rings using continuous water sealant. 39 3. Remove debris, stones and dirt to ensure a watertight seal. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 333920-6 PRECAST CONCRETE MANHOLE Page 6 of 6 1 4. Do not use steel shims,wood, stones or other unspecified material to obtain the 2 final surface elevation of the manhole frame. 3 E. Internal coating 4 1. Internal coating application will conform to Section 33 39 60, if required by 5 Drawings. 6 F. External coating 7 1. Remove dirt, dust, oil and other contaminants that could interfere with adhesion of 8 the coating. 9 2. Cure manhole for 3 days before backfilling around the structure. 10 3. Application will follow manufacturer's recommendation. 11 G. Modifications and Pipe Penetrations 12 1. Conform to Section 03 80 00. 13 3.5 REPAIR/RESTORATION [NOT USED] 14 3.6 RE-INSTALLATION [NOT USED] 15 3.7 FIELD QUALITY CONTROL 16 A. Field Tests and Inspections 17 1. Perform vacuum test in accordance with Section 33 01 30, 18 3.8 SYSTEM STARTUP [NOT USED] 19 3.9 ADJUSTING [NOT USED] 20 3.10 CLEANING [NOT USED] 21 3.11 CLOSEOUT ACTIVITIES [NOT USED] 22 3.12 PROTECTION [NOT USED] 23 3.13 MAINTENANCE [NOT USED] 24 3.14 ATTACHMENTS [NOT USED] 25 END OF SECTION Revision Log DATE NAME SUNIMARY OF CHANGE 1.LA.1--Modi tied to include precast manholes for water and reclaimed water applications 12/20/2012 D.Johnson 1.3.B.2—Modified to include ASTM C443,D1187 and D1227 as references 2.2.3.1-3—Modified in accordance with new ASTM references 2.2.B.10—Modified in accordance with new ASTM references 26 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 33 39 30-1 FIBERGLASS MANHOLES Page 1 of 7 1 SECTION 33 39 30 2 FIBERGLASS MAN14OLES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Glass-Fiber-Reinforced Polyester(Fiberglass)Sanitary Sewer Manholes 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms,and Conditions of the 11 Contract 12 2. Division 1 —General Requirements 13 3, Section 03 30 00—Cast-in-Place Concrete 14 4. Section 03 80 00—Modifications to Existing Concrete Structures 15 5. Section 33 0130—Sewer and Manhole Testing 16 6. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 17 7. Section 33 05 13—Frame, Cover and Grade Rings 18 8. Section 33 39 10—Cast-In-Place Concrete Manholes 19 9. Section 33 39 20—Precast Concrete Manholes 20 10. Section 33 39 60—Epoxy Liners for Sanitary Sewer Structures 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Manhole 24 a. Measurement 25 1) Measurement for this Item shall be per each"Fiberglass Manhole" 26 installed. 27 b. Payment 28 1) The work performed and the materials furnished in accordance with this 29 Item shall be paid for at the unit price bid per each"Fiberglass Manhole" 30 installed for: 31 a) Various sizes 32 b) Various types 33 c. The price bid shall include: 34 1) Manhole structure complete in place 35 2) Excavation 36 3) Furnishing,placing and compaction of backfill 37 4) Drop pipe 38 5) Stubs 39 6) Frame 40 7) Cover CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 333930-2 FIBERGLASS MANHOLES Page 2 of 7 1 8) Grade rings 2 9) Pipe connections 3 10) Pavement removal 4 11) Hauling 5 12) Disposal of excess material 6 13) Clean-up 7 2. Extra Depth Manhole 8 a. Measurement 9 1) Measurement for added depth beyond 6 feet shall be per vertical foot, 10 measured to the nearest 1110 foot. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 and measured as provided under"Measurement"shall be paid for at the unit 14 price bid per vertical foot for"Fiberglass Extra Depth Manhole"specified for: 15 a) Various Sizes 16 c. The price bid shall include: 17 1) Manhole structure complete in place 18 2) Excavation 19 3) Furnishing,placing and compaction of backfill 20 4) Drop pipe 21 5) Stubs 22 6) Frame 23 7) Cover 24 8) Grade rings 25 9) Pipe connections 26 10) Pavement removal 27 l 1) Hauling 28 12) Disposal of excess material 29 13) Clean-up 30 1.3 REFERENCES 31 A. Definitions 32 1. Manhole Type 33 a. Standard Manhole(See City Standard Details) 34 1) Greater than 4 feet deep up to 6 feet deep 35 b. Standard Drop Manhole(See City Standard Details) 36 1) Same as Standard Manhole with external drop connection(s) 37 c. Type"A"Manhole(See City Standard Details) 38 1) Manhole set on a reinforced concrete block placed around 39-inch and 39 larger sewer pipe. 40 2. Manhole Size 41 a. 4 foot diameter 42 1) Used with pipe ranging from 6-inch to 21-inch 43 b. 5 foot diameter 44 1) Used with pipe ranging from 24-inch to 36-inch 45 c. See specific manhole design on Drawings for pipes larger than 36-inch. 46 B. Reference Standards CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 333930-3 FIBERGLASS MANIIOLES Page 3 of 7 I 1. Reference standards cited in this Specification refer to the current reference 2 standard published at the time of the latest revision date logged at the end of this 3 Specification, unless a date is specifically cited. 4 2. ASTM International (ASTM): 5 a. ASTM A307--Standard Specification for Carbon Steel Bolts and Studs, 6 60,000 psi Tensile Strength. 7 b. ASTM A615—Standard Specification for Deformed and Plain Carbon-Steel 8 Bars for Concrete Reinforcement. 9 c. ASTM C76--Standard,Specification for Reinforced Concrete Culvert, Storm 10 Drain and Sewer Pipe. I 1 d. ASTM C270—Standard Specification for Mortar for Unit Masonry. 12 e. ASTM C478—Standard Specification for Precast Reinforced Concrete 13 Manhole Sections. 14 f. ASTM C923—Standard Specification for Resilient Connectors Between 15 Reinforced Concrete Manholes Structures,Pipes, and Laterals. 16 g. ASTM C1107—Standard Specification for Packaged Dry, Hydraulic-Cement 17 Grout(Non-Shrink). 18 h. ASTM C1244—Standard Test Method for Concrete Sewer Manholes by the 19 Negative Air Pressure(Vacuum)Test Prior to Backfill. 20 i. ASTM C1628- Standard Specification for Joints for Concrete Gravity Flow 21 Sewer Pipe, Using Rubber Gaskets. 22 j. ASTM D698- Standard Test Methods for Laboratory Compaction 23 Characteristics of Soil Using Standard Effort(12 400 ft-lbf/ft'(600 kN- 24 m/m)). 25 k. ASTM D2996—Standard Specification for Filament-Wound Fiberglass 26 (Glass-Fiber-Reinforced Tbermosetting-Resin)Pipe. 27 1. ASTM D2997—Standard Specification for Centrifugally-Cast Fiberglass 28 (Glass-Fiber-Reinforced Thermosetting-Resin)Pipe. 29 in. ASTM D3753--Standard Specification for Glass-Fiber-Reinforced Polyester 30 Manholes and Wetwells. 31 n. ASTM D4258—Standard Practice for Surface Cleaning of Concrete. 32 o. ASTM D4259—Standard Practice for Abrading Concrete. 33 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 34 1.5 SUBMITTALS 35 A. Submittals shall be in accordance with Section 01 33 00. 36 B. All submittals shall be approved by the City prior to delivery. 37 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 38 A. Product Data 39 1. Design and fabrication details of Fiberglass Manhole components 40 2. Installation instructions for Fiberglass Manholes 4I 3. Drop connection materials 42 4. Pipe connections at manhole walls 43 5. Materials for stubs and stub plugs, if applicable 44 6. Grade ring materials CITY OF FORT WORTI3 Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 333930-4 FIBERGLASS MANHOLES Page 4 of 7 l 7. External coating materials 2 8. Plugs for hydrostatic testing 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY 9 A. Manufacturer Warranty 10 1. Manufacturer's Warranty shall be in accordance with Division 1. 11 PART 2- PRODUCTS 12 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 13 2.2 EQUIPMENT,PRODUCT TYPES, MATERIALS 14 A. Manufacturers 15 1. Only the manufacturers as listed on the City's Standard Products List will be 16 considered as shown in Section 01 60 00. 17 a. The manufacturer most comply with this Specification and related Sections. 18 2. Any product that is not listed on the Standard Products List is considered a 19 substitution and shall be submitted in accordance with Section 0125 00. 20 B. Materials 21 1. Fiberglass Manholes 22 a. Provide Prefabricated Fiberglass Manholes conforming in shape,size, 23 dimensions and details shown in the Drawings. 24 b. Unless modified in the Drawings, use manhole sections conforming to ASTM 25 D3753. 26 c. Mark date of manufacture and name or trademark of manufacturer in 1 inch tall 27 stenciled letters on the inside of the barrel. 28 d. Unless larger size is required,provide 48-inch diameter barrel. 29 e. Provide wall section thickness for depth of manhole according to ASTM 30 D3753,but not less than 0.48 inches in thickness. 31 £ Provide fabricated reducer bonded at factory to form 1 continuous unit at top of 32 manhole barrel to accept concrete grade rings and cast iron frame and cover. 33 1) Reducer design shall be of sufficient strength to safely support HS-20 34 loading in accordance with AASHTO. 35 2. Concrete for Utility Construction 36 a. Conform to Section 03 30 00. 37 3. Concrete Manhole Base 38 a. Conform to Section 33 39 10 or Section 33 39 20. 39 b. Form base so that joint with fiberglass manhole barrel is sealed against leakage. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION!DOCUMENTS City Project No.02739 Revised December 20,2012 333930-5 FIRF?RGLASS MANHOLES Page 5 of 7 1 4. Reinforcing Steel 2 a. Conform to Section 03 30 00. 3 5, Lifting Devices 4 a. Manhole bases may be furnished with lift lugs or lift holes. 5 b. If lift lugs are provided, place 180 degrees apart. 6 c. If lift holes are provided,place 180 degrees apart and grout during manhole 7 installation. 8 6. Grout 9 a. Conform to Section 03 80 00 Article 2.5 Repair Mortars or Article 2.6 Pipe 10 Penetrations Sealants. 11 7. Frame and Cover 12 a. Conform to Section 33 05 13. 13 8. Grade Rings 14 a. Conform to Section 33 05 13 and ASTM C 478. 15 9. Pipe Connections 16 a. Conform to ASTM C923 or ASTM C1628. 17 10. Interior Coating or Liner for concrete manhole bench and invert i 8 a. Conform to Section 33 39 60. 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL [NOT USED] 21 PART 3 - EXECUTION 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION 24 A. Evaluation and Assessment 25 1. Verify lines and grades are in accordance to the Drawings. 26 3.3 PREPARATION 27 A. Foundation Preparation 28 1. Excavate 8 inches below manhole foundation. 29 2. Replace excavated soil with course aggregate;creating a stable base for the 30 manhole to be constructed on. 31 a. If soil conditions or ground water prevent use of course aggregate base a 2-inch 32 mud slab may be substituted. 33 3.4 INSTALLATION 34 A. General 35 1. Manhole 36 a. Construct manhole to dimensions shown on Drawings. 37 b. Construct manhole base section in accordance with Section 33 39 10 or Section 38 33 39 20. 39 1) For a cast-in-place base place,finish and cure concrete according to 40 Section 03 30 00. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 333930-6 FIBERGLASS MANHOLES Page 6 of 7 1 c. Lower manhole barrel onto base section. 2 d. Seal with manufacturer's gasket or approved sealant. 3 e. Wrap joint with external sealing material a minimum of 12 inches in width. 4 f. Where cast-in-place base is used, support manhole barrel in place and brace it 5 from sides of excavation to prevent any movement of barrel during concrete 6 placement and while concrete is setting. 7 1) Provide minimum clearance between reinforcing steel and manhole barrel 8 bottom as shown on Drawings. 9 2) Do not support manhole barrel on reinforcing steel. 10 3) Place bead of water swelling sealant around inside of barrel near bottom, as 11 shown on Drawings,to form seal. 12 2. Pipe connections at Manhole 13 a. Construct pipe stubs for future connections at locations and with materials 14 indicated on Drawings. 15 1) Install stub plugs at interior of manhole and wood or plastic bulkhead at the 16 end of the stub. 17 b. Cut manhole barrel for pipe penetrations following curvature of pipe and with 18 maximum of 1-inch clearance. 19 1) Seal cut edges with resin. 20 2) Hole may be circular or cutout with semi-circular top, which extends to 21 bottom of barrel. 22 c. Place continuous bead of water swelling sealant,as shown on Drawings, 23 around pipe penetrations on interior of manhole barrel. 24 1) Roughen surface of fiberglass prior to placement to improve bond with 25 sealant. 26 2) Allow sealant to completely cure before placing concrete against it. 27 3) Test connections for watertight seal before backfilling. 28 3. Invert 29 a. Construct invert channels to provide a smooth waterway with no disruption of 30 flow at pipe-manhole connections. 31 b. For direction changes of mains,construct channels tangent to mains with 32 maximum possible radius of curvature. 33 1) Provide curves for side inlets. 34 4. Drop Manhole Connection 35 a. Install drop connection when sewer line enters manhole higher than 24 inches 36 above the invert. 37 b. At drop pipe connections through fiberglass barrel, cut circular hole sized to 38 requirements of manufactured connector. 39 1) Seal cut edge with resin. 40 2) Install watertight connector according to manufacturer's recommendations. 41 5. Final Rim Elevation 42 a. Install concrete grade rings for height adjustment. 43 1) Construct grade ring on load bearing shoulder of manhole. 44 2) Use sealant between rings as shown on Drawings. 45 b. Set frame on top of manhole or grade rings using continuous water sealant. 46 c. Remove debris, stones and dirt to ensure a watertight seal. 47 d. Do not use steel shims,wood, stones or other unspecified material to obtain the 48 -final surface elevation of the manhole frame. CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 333930-7 FIBERGLASS MANHOLES Page 7 of 7 1 3.5 REPAIR I RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL 4 A. Field Tests and Inspections 5 1. Perform testing in accordance with Section 33 01 30. 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised December 20,2012 OX-4o0I AvaMbUffy ®f ILandIN 'HIS PAGE LEFT INTENTMNAILILY 13JLANK CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 I f I � I TROE #;6 ' I 1 EX 10'UTIL ESMT —�_SS MH -� TROE N T XX 4 I I I J Lr I I � I I I 0 i O❑ BILL ANOJANE DOE TOM JONES 5249✓=BERRY:tT, 5243.E BERRY ST, FORT WORTH,7X M108 FORT WORTH,TX 75905 EAST WOOD 4711&5TH J-1I ING 1 EASTWOOD ATH&5TH FILING I )IODITION r ADDITION f.o-a 17 Lot 72 Block:17 Lot:13 I I � I r _ x C I U) 1 90'TI=MPORARY I I pp j RIGHT OF ENTRY j o Q u7 O z Y U o I C� a5 — .. 'I SSS MH EX10'S$(L 9) ` m OHE E 40 C) CL m coN BERRY ST. O a U S a� N Q U LEGEND N CITY OF FORT WORTH SD EX STORM DRAIN EX WATER WATER DEPARTMENT W GAS- EX GAS DATE ss EX SANITAY SEWER CONTRACT 97 SANITARY SEWER RIGHT OF WAY REHABILITATION - - PROPERTY LINE OHE EX OVERHEAD ELEC PROP SANITARY SEWER 0 50 100 EXAMPLE ONLY ss MH® SANITARY MANHOLE APPROXIMATE SCALE IN FEET Sanitary Sewer Rehabilitation, Contract 97 Parcel# Address: Lot- ,Blk- ,Addition- CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block , Lot , Addition as shown on the deed recorded in Volume Page Tarrant County Deed Records and plat recorded in Cabinet Slide Page Tarrant County Plat Records a/k/a , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of disconnecting home/business from old sanitary sewer line and reconnecting to new sanitary sewer line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of , 20 . GRANTOR: (Please Print) (Signature) (Authorized Title) TEMPORARY RIG]IT OF ENTRY Rev. 1011!17 a._ r H CC-6.060 Minority and Women Owned Bu ginegg Enterprise Comp l once THM PAGE L EI:F7 IINT EN7[TONALLY BLANK CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July I,2011 '0RT WOR1 H City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY If the total dollar value of the contract is$50,000 or more,then a MBE subcontracting goal 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. MBE PROJECT GOALS The City's MISE goal on this project is 25.0 %of the base bid value of the contract. Note:If both MBE 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 Offefar shall dolaver the MRF; docurnentaiwn rn "tSon to the appropriale ampluyge jf Iha purchasing dlvlsion Ind obtain a daietlwie +eceipi Such re-wlpl shall be avidefice that ttre City receIV0 the dockimianlation In the Iltne aliocalea A faxed andfor amalled copy will not be aceeptua. 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. statedgoal: 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. 5. 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 BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED BION-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the MIWBE Office at[817) 212-2674. Rev. 2/10/15 ATTACHMENT 1C Page 1 of 4 -� — City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Fora/ OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: IDBE BE Sanitary Sever Rehabilitation Contract 97 BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25.0 olo Bio 02397 If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete 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 complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no tater than 2:00 p.m. on the second City business day after bid opening, exclusive of bid elieoiing date, will result in the bid being considered non-responsive to bid 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 FIRMSI On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additionai sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev.2110115 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current(not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's MIWBE Office. Yes Date of Listing 1 1 No 3.) 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 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, ep.,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 MBE 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 methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the food Faith Effort requirement. NOTE: The Offeror must contact the entre MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 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 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid 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 MMBE 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 necessa ,and attach. Company Name Telephone Contact Person Scope of Work Reason for Re'ection 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 IVIBE(s) listed was/were contacted in good faith. It is understood that any MBEs) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's MIW13E Office. Authorized Signature Printed Signature Title Contact Name and Title(if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev.2110115 Joint Venture Page 1 of 3 h0RT WCJR-1 1! CITY OF FORT WORTH MBE Joint Venture Eligibility Form_ All questions must be answered;use"NIA"if not applicable. Name of City project: . Ajoint venture form must be completed on each project RFP/Bid/Purchasing Number: 1. 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 MBF firm Non-MBE firm name: name: Business Address: Business Address: City,State,Zip: City,State,Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: _ 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: Describe the scope of work of the non-MBE: Rev.2110/15 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 joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions,including equipment: Other applicable ownership interests: 6. Identify by name, race,sex and firm those individuals (with titles)who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating ------ Ma-----r-ket---------a ing -n----Sales -_--------------------- b. d ------------------------------------------------------------ e. 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 MANBE 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 willfulrnist_epresentation of facts_ Name of MBE firm Name of non-MSE 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 'ritle Title Date Date Notarization State of County of On this day of , 20 ,before me appeared and to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (seal) Rev.2190/15 ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Dort Worth Minority Business Enterprise M8E.Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: MNVIDBE NON-MMIDBE Sanitary Sewer Rehabilitation Contract 97 BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25.0 Bio iia 02397 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter Into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing 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 Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1 st tier, a payment by a subcontractor to its supplier is considered 2"d tier. 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 utilized, the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner-operated, and receive full MBE credit. The MBE may lease trucks from non-MBEs, including owner-operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev.2/90115 FOI�TWORTH ATTACHMENT 1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Mlnorily and nun-MHE& 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. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount TelephonelFax e B s B Work Purchased Email E Contact Person E El El Rev.2110115 FC3RTWORT_H ATTACHMENT IA IrPage 3 of 4 Offerors are required to identify ALL subcontractorslsuppliers, regardless of status; i.e., Minority and lion-MUIE{. 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. - - ----- NCTRCA N - SUBCONTRACTOWSUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount TelephonelFax r s B B Work Purchased Email E E Contact Person E EJ Rev.2110115 FORTWORTH ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $ Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o Chan-VIAddi#on form. Any unjustifled change-or deletion shall be a material breach of contract and may result in debarment in accord with the prccedures outlined in the ordinance. The Offeror shall submit a detailed explanatfon of how the requested ehangeJaddition or deletion will affect the committed MSE goal. if the detail explanation Is riot submitted, it will affect the fina l-com plia nee determinatic n. 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 Contact Name/Title(if different) Company Name Telephone and/or Fax Address E-mail Address City/State/Zip Date Rev.2110115 ATTACHMENT IB FORT WQ RT H Page 1 of 1 City of Fort forth Minority Business Enterprise Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: Check applicable block to describe prime PROJECT NAME: MAV/OBE NON-MIWIDBE Sanitary Sewer Rehabilitation Contract 97 BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER Bio 25.0 pia 02397 If both answers to this form are YES, do not complete ATTACHMENT 1C (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 1C. This form is only applicable if bQth answers are yes. Faiture to complete this form in its enfimty and be received by the Purchasing Division.no later than 2:09 a.., on the second.C.lty business day after bid open In ,exclusive of the bid opening date. will result in the bid being considered n on-res pons lv e tv bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES 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. 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 Printed Signature Title Contact Name(if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev.2110115 GC-6o07 Wage Abates THIS PAGE 1LIEIF7 RNTENTNONALL Y B LAIN CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator,Hydraulic 80 tons or less $ 18.12 Crane Operator,Lattice Boom 80 Tons or Less $ 17.27 Crane Operator,Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator,50,000 pounds or less $ 17.19 Excavator Operator,Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter,Structures $ 13.84 Form Setter, Paving&Curb $ 13.16 Foundation Drill Operator,Crawler Mounted $ 17.99 Foundation Drill Operator,Truck Mounted $ 21.07 Front End Loader Operator,3 CY or Less $ 13.69 Front End Loader Operator,Over 3 CY $ 14.72 Laborer,Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator,Asphalt $ 13.08 Roller Operator,Other $ 11.51 Scraper Operator $ 12,96 Servicer $ 14.58 Small 5lipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-Float $ 16.24 Truck Driver Transit-Mix $ 14.14 Truck Driver,Single Axle $ 12.31 Truck Driver,Single or Tandem Axle Dump Truck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway, Heavy,Utilities,and Industrial Construction in Texas. Page I of 1 GR-On 60 ®® Product Requ kements THIS PAGE LEFT MTENTNONAIL1LY BLANK CITY OF FORT WORTH Sanitary Sewer Rehabilitation,Contract 97 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02739 Revised July 1,2011 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATEM03-19-2018 STANDARD PRODUCTS LIST A)proval Spec No. Classsiricalion I 111anufaclurer Model No. National Spec Size i WASTEWATER - Manhole Inserts-Field Ooemlions Use Only(Rev 20/16) ' 1305 I1 hlnw _n K nsgsEMugrises Madc to Urder-Hastie ASTM 1248 I-a174"di9- _-- - _- "C10513 ASadwlclmcrt m Sou015Vcskrn Pockaginp Madc to Order-l'lanic AS7MD 1248 V.,24"dia. 330513 Lf..' le laser/ _ Nnll--lnlln,+ Med.:la(kdcr-l'lasbc A%IM n 1318 Fox 31"dia. 0923.% _330513 Mvnholc 1-1 _ I Soulhweslcm rxckinuR Seals ll,c- UIeSv,m-SlainScssSkcl _ Fox 24"dia- Ip12396 31 Ui 13 Me,lhsdc lnsrrl� Somhu'esram Pxcking FSrals.Isw. TcIIe Lok-SI simsim W Fnr24'dia Manholes&Bascs/Frames-&Covers/Rectan_EiFlar 33-05-13(Rev 2131161 _ 3311113 ManhoicFranxsand C'my(x Wexlcnllmn Warks UasaR]Ia,s Foupd�r -W twi 24^s40"WI) - Manholes&Base%Xrames&Covers/Staudard(Round) 33-0543(Rev 213116) —_.. 330513 Mxnhrrlc Fmnrs and Ca,yls 1Vasrvm]md Svwka.Hass&Ila+s Fnwld 3W24 24"Dix. J30513 Manhnle'm111as a.d Cmrrs _--McKidcY Iran tVask-s I.. 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II-Info _330513 311-1)1 Mll kin and Cmrr Si us Cn lion M1110511�1VN&Ml!]G50.: 31`1' ia (H,19'If 330513 30-1))MF1Rin ii 2na _ •y'1ar Pi KW.1a MIL2FTIYSS-DC 30-Dia IIA-11011 330513 Ar DIMFI Rilsgald C- I _- Au:uusl 22I1nX1 Hal+,D,A•nilh Gaskcl Rin" 30'1)10 1021411 33 05 13 31CI71MHR g 1d Care1(11',1(11,-440-112 Iia J Na 1 w 1ks ,ill,C-,Lack MPIC.T.Gaskcl ASSII IO MI95&ASTAI A536 30'Ml, ()6(11'17 --340513 31r Ill AUIMgand Cocrr(Ign SInnRaldc)C] SIY I1dm1ncs 2280(32") _ ASTMA44 In'nla- 0824'17 330517.01 30"D]1,413 Ring and C,,,er(Fli nee.@1ocA)Compositc SrnpclCmrr and Covrr wI-L 1111'Fiep Fanl�asilc _ 30'1)1.. Manholes&Bases/Frames&Covers/Water Tight&Pressure'ri 1 33-05-13 Rev 2/3/16 . 33 m 1.3 Mnnllalc Frames sld Cmyls lin l A-Mnusmn Palati 1 24" 110513 Mas,Mlc Vmnlcs and Cavvxs _ Nc+clnhfaslm 24'D., 310113 Manhole Fremas xid Cacrn lYealcm lmn Nods-Mass&Ilm's l'atmJ 31x4249 _ 24"D.,i u • 33 05 13 Manhol r ....,J C... __I_ M17cK1Wn�Irw144nr1v hw __ lYVp24AM _24"D111, 0?U800 3,30 13 _ Manhol I seed Cm nccmm� _ 1162106 Ati'IMA4tl 14"Dw 1062091 }3 US 13 Manlrole Vmmesanl Cmrrs (SD'Smiiiiwre lndmirics Rnatc Ltd- 3W24-23,75 Ru a,d Corer ASTMA48 2d"Dia- Manholes&BasesfNew/Com onems 33-39-10 Rev 2/3/16)07r!3,R_ 3305 13 Urctha 11 d op11iiie IYalcrs 1g—_ -- - Asah3 Kng)n K_K Ad A 1111 -Sea)P-201 nS'1'M I}J'_40'IN12D792 - ...._.. ... 042400 330513 08-sell ml fm 4'Diam.MHI Hamm,[:ollc,ele Pmdlx:ls Drmciu No-35-9018-OOl 6r?6:'lio 330511 FNrilc(]s,L l For4'Diam MIL _ WessScAl Caskcl Co T. 2,1646 Gaskcl ASTM C-44.; C:361 SS MH I'7679 u3305)t IIFN'E Mn14>olc AdiusEn,rnF ki112x �.._ Ladlech.Inc HDPE Ad',ulmcnl Ri 1dp1-IreOiC area 1'11'05 330513 Manlndc Etcsnal lYraP On- CPS-_- WreprclScal Ma holt F.l>�sWmion system Manholes&Bases/Ncw/Precast Concrete,(Rev 1/8/13)i 3339111 Ihmulamc-]3 cssl Comrcre fh'Jm Canduil Ca �Sf'Lllcm*4Y .STM C478 4A" ' - 3339111 Manhole,Plecas)Core Ke I 19011 C...Wc Pipe Co.Ine. -..... _- _ ........_. __. _.... ASTMC443 ' 3:i 39111 _Manhole.Precast CgxletC _ ! 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Rehner MSP EM4 Manlude RehxbS slenss -- AVM 421101 E 4 MxuhalcR I hS-lcm Slrcxlg Cgnpnm Strang Seal MS2A Rda+b�mn -']'x1,3 E1-14 Maafrole[ttbSvt (Lmcr) - Poht P1 T hlmlug M11 rUwir pmd II IPm(iltrsllon ASTMD5811 1183nllb ...._ (ic tCM](alnlclr As 1 parr - - I�Im Kroe lsriuwla&es Vinyl Pols eslerR it Pradu;l M1ee.Use Manholes&Bases/Rehab$ s(ems/NonCelnenGtious 05'2096 kT-V4 Manhole Rehab Slsle0la s -Spay WilI1Nlylncthane C«nips, ASTM im3&:D970 FIA4Manhole R,,mb S)xte Sun Cool - � ��- Far Eticnar DoaliltG of 12'1491 _- C'aalin fnConwimlymkcikl(Fi.tcsinr) I:fi'I'f:CH Snies 211210 and 2106 As baht Emulsial) Cnne11e 5nuciurcs Old+ 01.31'06 -, Cwtil vfar Corrasion Rofccriou _ Clwstrrlmr Am 791.SIEID,51-52 Acid Rcsisrnnac Tcst ticser A r dicalious 8292006 /_'aprillgt 1 Carmsion Iialec[ms - i lYn!2111 ._ - ._ - ,cnlnl S-301 and M-301 (1A 3006 C.1h.pv �}f�.ca,ae C ISP_ 1 � �_'rsett AFe FON i 1_a 1 xrinx l rr1 W 1 a I' 11 CannM1\IYalllr l Pi e/New/ce Irifugafly Cast Fiber lass Reinforced Pipe 33 7^_1197 3331]] Cenl.Cax4Fiber Iris 1kAI Pike USA-IL. 11�has Pi TSNon-Plcsssvc) .STM D3262 D3754 __ 0.1?YIO _ 353]l3 Iiilw Inns Cipc j A1,mmn UmsdstnM RPMPIh c ASTM D32G2 D3754 10'3003 (16.-fiber Reillrorced Ml,-Mi. n-b4 hUSA Flo 61,, ASTMDIMAI7375r v ......._.... .. - ........._. -_.... ..__-- 4:14'05 ]§.11nxr Modified Cnrelele Pipe _ As,dt-k USA Mgxr PoISnrela Iipa ASTM C33_n276,147 8-11101-Class V 0609;1u El-7 --R ill lid%,.1.Can:mc MK I 4 US Conlpnsirn Mi. Reinfalecd YWvnler Cuncn-IcDpc ASTM C-76 Pipes/New/Concrete + 1_10}1...--Care.Isi x,kcinfomrd ! Wall Con;mte ripe CO lne AS 1M C 76 1041) Cone-Pi e,Itcinlvnxd _.I 135, c.C.AWtl-nnul_ou CWas 111 f&(S.SPL 11-07 ASPM 076 _ _ �EI-04 Cgm.75 cRcinfarccd Ifnu.snn Curwrctc Producm rpv fiv 11,95 Mmilielo,- __ASTM C76 _ •_ El(M --ICc1x:.Mp Rcin6 d _-_. Cnllerela PipeA Pr d.tm Ca.Inc. --ASTM C 7r, �- Pi les/Nely/Ductile Iron 33-11-10(1/9/13) 33 11 10 IhitilC hon lkP,: _ GriRinli],c Yttdla1a-Cc. Super/fell'I ile lhlctilclmn Pressure[Spe.['lass AW WA CtSR(151 1'thn121' 331110 YAxtiie Iran Ftipc Anr.-ricun Ductile lam Pipe Co. A111AW,,Faslitr lige AVMA C150_C151 4-. [IF • 3311111 Uwlile Iron Pi, IIS.])K..IJFoundry Co. AWWA CI50.Ci11 1.111 f0 Dlxllle lmn Pipe i McWar,e Casl Iron pipe C. �_ --- AlY1VA e15fl Cl]7 Frepamd 3119MI8 page 1 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:03-19-2018 STANDARD PRODUCTS LIST Approval _Spec No. Ciasssit•Lcation Manufacturer' Model No. Nnflonat Spec Size Pi es/New/PVC Pressure 33-11-12 4/1113 12 D2;11 33-II-12 nR-U 1'VL E''eesure Rl>r _--__-'- Pipclilc lc's['nm FNc Y'casurcpipa AWWA C900 4"lb,,,12" IIJ.R214 33.11-12 DIFId YVC F'rewu'a Rpo RMA IIulldia8 Yn'Jne!s Rm,l Seal PVCP,.., eP., AW1VA C901 4"II1N 11" Pipes/New!}ID PE(Pine Bursti IVJSliolinine]33-31-23(1/8/131 ' YLpJ'-dors ryyrnllelin{a'c mn _ � IR�ill�D s,w i .Irk. OpFcorc Du:lilc Pokcih icna l5 A57'MUI 48 8" Higlr-deneitt m]}e111Ylenc pipeRcn<o[ra- ASTM 171246 w ' Eli L-dc'rit 1 Iln_laae ASTM -- 8" ]li l,-,Iernilt xllrJlclrc pipe CS]ilhW rn CmWui1'I'i,Wlinc Srslcntiti Mccnnrkll Pi ]',rdo enxnE ASTM 11 1149 PipeslNew/PVC*33-3I-20(7/1113) ---- _..i ._.,.._ .....— ..-- * 33-31-?0 PVC FcuG(Yilw Ccrtxin-1'ad Ihrdmlx('rup ------ ASTM D 3034 f''h'rl 13" , 33-11-111 jllvcncucHlp _-_ Nn,wn Mxrnlfvulurin� - RSlMll3034.D 1789 4'k B' 33-31-31 PVC SovrrR i J M — ___.. a _--„ M Il lanll'gC 1 (1M Lam AtiIMi)}OJ-I 4'-15' 122197- ital-41 INC Scucr l'i _- --_ - - _—.._ --- .._- -_ pa 1]a,xvd J I C. pOnumr SDR 26 and SDR-35 ASTM F 769 AS 1'M I]3[Yl! - 4"Ilm'15' 33,i1?II INC ScucrR � n'n wrY fmr Rpc ASTM P789 4"11uu 15" 33-31.30 PVC S-r Yi �-- Roval}nrilding Yir"lucls - Rmxl'Scal Solid Wnll III,,SDR 26 R 35 ASTM 3113411 1111'1)" - - ..... S 11138'18 33PVC .31�0 .SeucrR - � VinVltecl'PVC MN [i'ncJ�Souy, ASTM Dinia 4'I1ln'1i' -_1111:'9P 3331.20 PVC irne Ryw IJia'nn"dR stlee U,,r nl -S"[iraril}'Se,rer Rl,c ASTM 1679 IS'w27" ' 33.31-20 PVC.Serax R_I'x � _- -J-kl MnnnfnctS(.,,h..JM Fa ---- _.. ......—._ _.. - _.-..--. _...... ( _��)_- AtilM h67Y I8"_27. [Yl11 12 1131 20 INC ScnkrY'yre Yipcl'lc Jel St'cam SDR-16,M SI),33 ASTM Fb79 Ik" -- O.1rY7G05 ;i_;i--2[I YVC SnIiJ lYxll RK _. Di,nlnr'J YWriics Coryarnlion PS 46 ASTM F-679 1R'rn4K- 04i37'W ii it 2(0 PVC Se,.x FII IW askc�lcdlV[,)k 15chnninmrSn _ a"-I 1331-20 PVCSrnIm Igs Txds Lrc ASTM D3031 ]]'l'YJ EIp2 Cod Yrofc kVCYlm S' dSTkS IROS-F343 18'1,,49' - �'Ir�_lIyR — s}!lAll�l 119190 -VW.@F6kMW - Pioes/New/Ftihh Qycy Profile Lnr¢z Diameter t]'"r ]lap' [MV.irlrrr,l i7pc_l!bb.;a rndml v51yyH1 lLr„I}.rlk i5 c• 1 J 18"mos" -0926 91 !!Y142 �'VC Scn>:r p'iL,�11ilil,eJ { Irr Dilra-Rib D�.�.n Rafilc N:asr Rry• F 0 Sk"In alt" 1 112 PYC Sonne W,le,Xih�J UPar'Or F.T7 Cm ,a -- .,...411r1'W- fL,Yr:] Ia4lwr.(YY1Fe,.,i'Mw ih"4JGwaX I Ad.umolS)�Ic're SANS).. SaltiTilc l{l'nnnDr,4+V(gU ll'a'",Iy,asJi — 314 miry rl N III P OIL,i IYh k1Y'Wy'I lF�v-IV I"�rk-V','! 43rsprrJ •pruru»81}41 >4 W LY'NI Wr4 1" - 'Nll,ll XMcl lfa'X:u_nl M1'h:Irlr�l-'Pc _-_,,,,_X�„kah„-+ •w lkad'kls ln'nrnx' ASTM F2562 24"In 72" -- lCIPP 33-31-17 01+1 RfI1 -�- LripSS_Q IJ� ! � ' �I'al''larrial- RI•M1P,n'•e1Xlk_I'n Ap11pi4'`Y; 's..:li;l Rvice Ynk x tio'®I r'n""ra2'tlrwy' Yqr uS:113.Jy nwllJrnr,15}d, Ilar"'z f-1_016'Li l Ilii?'1�9C rreal in Pl:rcc l'iec r4�,riF lncluli�rer Tp:lnwlg-fliJir,cr D5A) Inlincr Tailrrolo {1F# ---- oW YIYlf wll�>t SYYerr Dpr ttVG"ti I'r II4U" old nrd rmkwrl { dr. sI _ /I I' ' A5TM FAA nldxrdF 11p +lrrx-Acapt�k?lw'cs.I A, 1§ ow OW 1:[110[1 �Id WHIG Rpc Lin U11ra1i've'vi, _ ASTM P-1 aN,1871,1917 I1C[l9:'Ol 1rdJ11`Rpc-- Mille I',l,h-Corp. --- 7,M21hnv1 AS'1M 1'1,W,1-191] Up Ee 187Jlnmc[cr, e GDlnrr ent Sv t fMelhn{j 33-31- 32r f[)I11�?y rIV',:slcnr Ilm".:¢..Y.n _ 1y�2�1s_ YIM CnrP,Yiacnl 1V 1 Nd_ _ A roscd l'rc,inrall MrCrwwll h�M,w M 1,)4-"aYu'rax 15+.:X"{IY 11-1.,T _ A rnrcd prc,smaly )r Gra. CnI �_Cxmda A l lhned Ih"i".1, .Pie f'asi -OS-2 42lffLf n --------- 4 N-111 !lal'(�ryry i�T •Y'..ne 4ul.J I.a6'+ ,...,� ... .. ...------ Up la 48".,hnC. I Slttli '�FNIiF11M� 1 Coati ox 33.39-60 01108113 3'. la'u S 'I -- Sanereisan,Ino tie, A N_1ORS IA{'"Y,1' '_Ill l lL - - — _.— L"u s-I " ,._ 1-rt�hTeamsanle'onnnga ..... mreetr2nw nr2=ous.,nex nl'11135 _ lu'�nnrDwll I_ P,Lc Caatinp InJumu Pmt 1401 ---__ A51't�f444'1 Iry EiI 1 1'i c�Odl nl!11r06 Cm:fr tlmC nProtccEnn CI resteOan -_ Ate 791 51!18 SI S2 A,w R-1—k.w Se AuLstirn>s _.._ ..� 82%'_1X16 I(-nnti,v3n lar Coma'wrRohc[Ima lVnmcu l_ntiiOnnncnEnl 5-3111 and M-301 Scnv'A lirnti0n.s LoaDna. a ure - .._ WATER Piu_es133-31-7Q 0llL_ 081131 I'Vt'S'rc+a+a¢ ;. I'yx vpn.uoG',nt^4'Iryr• 4'Y! 6k1N ><"�'• 1IIIMIIN Jill + vm M(LI Iy,114Mit.,ln l�q 1wagX II 1't vfk! �4IyyNUiFY... k�iR F 'atves& .111"11 It pr.iii 12... 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M.S:Ir.iA aril}�-�1 I lir 11L ALVIYA C 133.C 110.C i l2 IL.6']4 EI-DT h431ripi' hcatrnst -�-- —�,U 1,-t51 y !re's AlVWA CI53 4"-12" OT'I kAF SI-07 Si'v4!-Inn a•iW are!ry re• ford MEJ11 I"('u,nr-c lh Ip�kt,Ira la,V A%"VA(:111!C153 4"to 36" 11514R 11-71 -JriY Y_s'iu!= '-:r41n3:1r•a,-"w-"'-_ '4'r,i4wl:n4-I rsk ___.—_........_.. -1 j-14. _!rl4TI*F . _ AIVWA Cl MC153 4"m24'-4: 11/.04 4:arJ iJr pry,VM1IIF�IX•.ts O.,e LArll.lnc 1Y M,11 Raaue,i W,1 rg*g A\VIVA C I I I.Y:I MC153 .,,b2�3912 31A]11El,dlelrnx pi•vr, _d ryll PrmiM1 _ EBAA 11en;Inc. _t'4�'�wrisa YY.�nixnF Pwr'1 AWIVA C11 FC 116(,'153 4'1.42" -_-- .. 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'+.Ilia .._.__.Yd11F1Y(oiiNil�F wirY'wr,r�lllyr,•: •+IHR L'..4r'L„w'iiiJrwaX•J{I' y((�AIY�FI I:Ir •41'1 Iv '411•. 1511«4X1)IYX7I n,�,IloL rt6rL'.I,.a+-' r•I •J rIIMs.r 16-14111 �IIq "I .%k iM:hlla hWH h a l 11 ro u rax ry r P[.p..d 3+1812018 Pag.2 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED;03-19-2018 STANDARD PRODUCTS LIST Approval Spec No. Clnsssifieafion Manufacturer _ Model Na_. National Spec Size 51�1..r,x1 Jrt111-,,..+1. •M INMh..Yelxywxl t+{hlJlwll.yl•^d ll:l1,I' I - q�xnrHlr BOLTS,NUTS,AND GASKETS 33-11-05(01108/131 Pines/Valve-S&Fillings/Resilient Seated Gate Valve*33-12-20 05/13115 R�di,M Wedged Gale Velrc u.iw Gears Antcrican7lmr Cpltlml _ Sones 25IX11hanim b"94.30247 16" I _ -Cmllnd Sedax 2530 n_Ml Scriw 2536 AWWA 0515 Yr"m W_ _ !2'1302 A�silient WtdRc U¢le Val+x i Anxrican llms 08'3199 Resilient Wed aaxm Y,J.e- -- Antericn�l 116.v C.ntr.l Sebes?a?0 A 2124(SD 97-20255) _AWWA C515 --_-_-- 2U^and ai'- - 05.1899 AcsilindlVW-gc Gam Vslrc -.. Amniean Row C.mro1 Scrip 251,(.SD 94-2[1247) AIVlVn CS(5 lG" 1113F00 E(-2G R6eilicnl W'wlgcCalc Vahc Awcarnn HOsr Cmrtrnl S.:ncs 25000).61.J-) WAWUfACS1S 4^1.12" Rdil-1 ky d Gatc Vahe Aixrc-Fl-Control v 42"and 4Y,"AIL 251X7 AW}VA 0515_ 12"and48" 05.27 91 VI6 R+Silian WedRc Gam Yvhe AI nrwiAVK t.mpanr AmcdeanA VK Regliem 8r4Je11GV n}V5VA C509 4"1012' 0124112 EI-36-- - Resilient lyed le Gale Valrc_ Almriesn AVK Cwnpum- 214 anJ stroller F126 Res Iia0 S.Ml U.I.Vola _ 1;enmdr _ 4"-12. x EI-26 lz s11101 SOW Gala Valsu '.M&H 12" - _._ ' EI-?, Readiest Scand Gale Valsc Irlue)IcrCa 11:0899 M11-11-11V1V1dw Gam V¢h-c Mxdms Co. Scncs A2361(SD6647) AW44A CSIS 16' 01.'?3.p Iiesilicnl lVedg,Gate Vxlra _M.dWc. Sexics A2360Fnr lB=24"{SD6709)_ AWWA C515 24"mtdsmaller 051305 RrsilicM SYcdge Cate Vvha: _ Mueller C.. Muller In'&36%C-515 AWwAC515 30'..M 3fi" OL3110G R,�xilicnt Wedgy Imre V¢I+'e _ Mw+llcr t'e. 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