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Home My WebLink AboutContract 53293-PM1FORT WORTH ~ PROJECT MANUAL FOR CITY SECRETARY c...3 '"':} ~ _ p Ml CONTRACTNO . v ex. v · THE CONSTRUCTION OF WATER, SANITARY SEWER, STORM DRAIN, PAVING & STREET LIGHTING IMPROVEMENTS TO SERVE PRAIRIE VISTA DRIVE JPRC Record No. IPRC19-0158 Cit)' Project No. 102224 FID No. 30114-020043I-102224-E07685 File No. K-2702 Betsy Price Mayor X-26124 Christopher P. Harder, P.E. Director, Water Department William Johnson David Cooke City Manager Director, Transportation and Public Works Department. Prepared for The City of Fort Worth August 2019 PREPARED BY Jf fiCDAL RECORD '. CITY SECRETARY I fT. WORTH, TX PELOTON LAND SOLUTIONS ~, 9800 HILLwoon PARKWAY, su1TE 250 ---0 F r'',,, FORT WORTH, TEXAS 76177 f ~,.. ........ !!!:4 \I 817-562-3350 ~ ~.··· '-lb, ···~ • •• <-Aw1 Ab. itZo1 '* l ~ \* \ r.:J.,,,ll.,· \ l • : ················ i z.-.. ~ ......... T.. WEBER "I. l. KOLE · •••••••••:••••l \··· ·:.:····r2o·a 1 s .1'"~ , '•,~~ ... 1.,cetts~~ ./ ,,-F~8.·········· "~~ .:' \\ IIONA\. .;-~ Jef r, /Ji r— 00 0010-1 TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS Page 1 of 4 I SECTION 00 00 10 2 TABLE OF CONTENTS 3 DEVELOPER AWARDED PROJECTS 4 5 6 Division 00 - General Conditions 7 00 11 13 invitatien to Biddefs 8 00 21 13 lnstfuetiens-te Bidders 9 0041 00 Bid Form 10 00 42 43 Proposal Form Unit Price 11 0043 13 Bid Bond 12 A0--4511 Bidd ci 9-zDricai-ror'ro 13 0045 12 Prequalification Statement 14 15 00 45 26 Contractor Compliance with Workers' Compensation Law 16 0015 40 ity Business E Goal 17 00 52 43 Agreement 18 00 61 25 Certificate of Insurance 19 0062 13 Performance Bond 20 0062 14 Payment Bond 21 0062 19 Maintenance Bond 22 007200 General Conditions 23 00 73 00 Suppplefnentafy Condit 24 0073 10 Standard City Conditions of the Construction Contract for Developer Awarded 25 Projects 26 27 Division 01 - General Requirements 28 01 11 00 Summary of Work 29 01 2500 Substitution Procedures 30 01 31 19 Preconstruction Meeting 31 01 31 20 * ,` soot.. 32 33 01 3233 Preconstruction Video 34 01 33 00 Submittals 35 01 35 13 Special Project Procedures 36 01 4523 Testing and Inspection Services 37 01 5000 Temporary Facilities and Controls 38 01 5526 Street Use Permit and Modifications to Traffic Control 39 01 57 13 Storm Water Pollution Prevention Plan 40 41 01 6000 Product Requirements 42 01 6600 Product Storage and Handling Requirements 43 01 79 0- 9 Mebilii �ien afid Remobilization 44 45 01 7423 Cleaning 46 01 77 19 Closeout Requirements 47 01 7823 Operation and Maintenance Data 48 01 7839 Project Record Documents CITY OF FORT WORTH Wtr, Sewer, Storm, & Pave Improvements Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102224 Revised September 1, 2015 0000 10- 2 TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS Page 2 of 4 1 Technical Specifications which have been modified by the Engineer specifically for this 2 Project; hard copies are included in the Project's Contract Documents 3 Division 32 - Existing Improvements 4 32 14 16 Brick Unit Paving 5 6 Technical Specifications listed below are included for this Project by reference and can be 7 viewed/downloaded from the City's Buzzsaw site at: 8 9 htps:; proiecipoini.buzz.-Smy.comiciient,•'fjorm,ortht-yov/ReSOLirces,"02,%20- 10i,)-OCoiistructioii%Z'ODoctiriles6ts,"S )ecificatiois 11 12 13 Division 02 - Existing Conditions 14 0241 13 Selective Site Demolition 15 0241 14 Utility Removal/Abandonment 16 0241 15 Paving Removal 17 18 Division 03 - Concrete 19 03 30 00 Cast -In -Place Concrete 20 03 34 13 Controlled Low Strength Material (CLSM) 21 22 03 RA nn Madifieations to Existing conefeie St fuctufes 23 24 Division 26 EleetrtFal 25 26 05 00 Common Wer-k Resultsetrieaj 26 27 26 05 33 Raceway and Boxes for Electrical Systems 28 26 05 43 Underground Ducts and Raceways for Electrical Systems 29 30 Division 31 - Earthwork 31 31 1000 Site Clearing 32 31 23 16 Unclassified Excavation 33 31 23 23 Borrow 34 31 24 00 Embankments 35 31 25 00 Erosion and Sediment Control 36 31 3600 Gabiens 37 38 39 Division 32 - Exterior Improvements 40 41 42 �2$1;!Q Conefete Paving n epair- 43 321123 Flexible Base es 44 32 11 29 Lime Treated Base Courses 45 32 11 33 Ge:: ent't-rea4ed Base 46 32-12 16 Asphalt Paviffg 47 32-12 73 Asphalt Pa C i Sealants 48 32 13 13 Concrete Paving 49 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 50 32 13 73 Concrete Paving Joint Sealants CITY OF FORT WORTH Wir, Seiner, Storm, & Pare Improvements Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102224 Revised September L 2015 I 0000 10-3 r� TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS Page 3 of 4 1 3214 16 Brick Unit Paving ^ 2 32 16 13 Concrete Curb and Gutters and Valley Gutters 3 32 1723 Pavement Markings 4 3234 13 Chain Link F --- and es n 5 3231 26 Wire Fenees and Ga;es 6 _12 -11 2�---Weed Fenees afidQ� 7 3232 13 Cast in Place Generete Retaining Walls r, 8 3291 19 Topsoil Placement and Finishing of Parkways 9 3292 13 Hydro -Mulching, Seeding, and Sodding 10 3293 43 Tres 11 r^ 12 Division 33 - Utilities 13 33 01 30 Sewer and Manhole Testing 14 33 01 31 Closed Circuit Television (CCTV) Inspection 15 33 03 10 Bypass Pumping Of Existing SeweF Syst 16 33 04 10 joint Ba dEl t ,r , atieii 17 33 04 11 Ceffesion GefitFel Test Stations 18 -1-1 04 12 Magnesium Anode Gathedie PFOteetien System 19 32-A4 3A Te « , .I7 _ '--- 20 33 04 40 Cleaning and Acceptance Testing of Water Mains 21 33 05 10 Utility Trench Excavation, Embedment, and Backfill 22 33 05 12 Wa4er- Line r , 23 33 05 13 Frame, Cover and Grade Rings 24 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade �- 25 33 05 16 EeneFet Wa4er- Vaults 26 33 05 17 Gener-ete Gelln,-s 27 33 0520Auger- Befiag 28 33 0521 Tunnelate 29 33 05-22 Steel Gass, Pipe 30 33-05 23 Hand Tunneling 31 11 05 �2a histallatien fCar-Fier Pip inCasing of Tunnel Liner- Phate 32 33 0526 Utility r r , tr t ers 33 33 0530 Exploratory Excavation for Existing Utilities 34 3.3 11 10 Duetile i -en Pipe 35 33 11 11 Ductile Iron Fittings 36 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 37 38 33 11 14 Btified Steel Pipe and F44ings, 39 40 33 12 10 Water Services 1-inch to 2-inch 41 33-1211 r. Wa4er- Meief 42 33 1220 Resilient Seated Gate Valve 43 44 33 1225 Connection to Existing Water Mains 45 46 33 1240 Dry -Barrel Fire Hydrants 47 33 1250 Water Sample Stations -, 48 33 1260 B1 off Valves 49 -1 -13 12 Cured in Plaee-Pipe (CIPP) 50 CITY OF FORT WORTH Wtr, Sewer, Storm, & Pave Improvements Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. 102224 Revised September 1, 2015 r-4 r r^ r, 0000 10-4 TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS Page 4 of 4 1 2 3 3331 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 4 5 33 31 23 Sans♦ai-y SeWeF D• Enlargement 6 3331 50 Sanitary Sewer Service Connections and Service Line 7 8 3339 10 Cast -in -Place Concrete Manholes 9 33 39 20 Precast Concrete Manholes 10 33 3930 Fiberglass Ma-aheles 11 12 33 39 60 Epoxy Liners for Sanitary Sewer Structures 13 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 14 15 33 4600 Sub dFainage 16 33 4601 SletEed Stefm. Drains 17 33 4602 T-r-en 18 3349 10 Cast -in -Place Manholes and Junction Boxes 19 33 49 20 Curb and Drop Inlets 20 33 49 40 Storm Drainage Headwalls and Wingwalls 21 22 Division 34 — Transportation 23 34 41 10 44af e g„uls 24 3441 13 Removing Traffic Signals 25 3441 20 Roadway Illumination Assemblies 26 3441 30 Aluminum Signs 27 3471 13 Traffic Control 28 29 30 Appendix 31 GC-4.01 Availability of Lands 32 GC-4.02 Subsurface and Physical Conditions 33 GG4 04 Undergreund F- ies 34 GG ^ 96 Ha e - 'Condition at Site 35 36 GG 6.07 Wage D , 37 GG 6.09 Per-mits and Utilities 38 GG 6.24 NeadiseFi a 39 GR-01 60 00 Product Requirements 40 41 END OF SECTION CITY OF FORT WORTH Wtr, Sewer, Storm, & Pave Improvements Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102224 Revised September 1, 2015 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 1 of 6 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No, Unit of Measure Bid Quantity Unit Price Bid Value WATERIMPROVEMENTS 1 0241.1013 Remove 8" Water Line 0241 14 LF 590 $8.00 $4,720.00 2 0241.1014 Remove 10" Water Line 0241 14 LF 484 $10.00 $4,840.00 3 0241.1118 4" - 12" Pressure Plug 0241 14 EA 6 $850.00 $5,100.00 4 0241.1303 Remove 8" Water Valve 0241 14 EA 2 $500.00 $1,000.00 5 0241.1304 Remove 10" Water Valve 0241 14 EA 3 $750.00 $2,250.00 6 0241.1510 Salvage Fire Hydrant 0241 14 EA 1 $4,000.00 $4,000.00 7 13305.0109 WL Trench Safety 3305 10 LF 1030 $2.00 $2,060.00 8 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 2.06 $5,000.00 $10,300.00 9 3311.0241 8" Water Pipe 33 12 25 LF 395 $40.00 $15,800.00 10 3311.0441 12" Water Pipe 3311 12 LF 635 $56.00 $35,560.00 11 3312.0117 Connection to Existing 4" - 12" Water Main 33 12 25 EA 4 $2,500.00 $10,000.00 12 3312.3003 8" Gate Valve 33 1220 EA 8 $1,250.00 $10,000.00 13 3312.3005 12" Gate Valve 33 1220 EA 6 $2,800.00 $16,800.00 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 WATER IMPROVEMENTS $122,430.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Forth Version May 22, 2019 00 42 43_Bid Proposal_DAP_Rev_11-7-19.xls SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 2 of 6 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity SANITARY SEWER IMPROVEMENTS 1 0241.1118 4"-12" Pressure Plug 0241 14 EA 8 $750.00 $6,000.00 2 3301.0002 Post CCTV Inspection 3301 31 LF 1167 $4.00 $4,668.00 3 3301.0101 Manhole Vacuum Testing 3301 30 EA 12 $200.00 $2,400.00 4 3305.0109 SS Trench Safety 33 05 10 LF 1167 $3.00 $3,501.00 5 3305.0113 Trench Water Stops 33 05 15 EA g $300.00 $2,400.00 6 3305.0116 6" Concrete Encasement for Sewer Pipes 03 30 00 CY 0.5 $400.00 $200.00 7 3331.4115 8" Sewer Pipe 3331 20 LF 814 $48.00 $39,072.00 8 3331.4116 8" Sewer Pipe, CSS Backfill 3311 10 LF 100 $58.00 $5,800.00 9 3331.4208 12" Sewer Pipe 3339 10 LF 253 $62.00 $15,686.00 10 3339.1001 4' Manhole 33 39 10 EA 12 $4,500.00 $54,000.00 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SANITARY SEWER IMPROVEMENTS $133,727.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43 Bid Proposal_DAP_Rev_I 1-7-19.xls SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 3 of 6 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value PAVING IMPROVEMENTS 1 0241.0500 Remove Fence 0241 13 LF 1,439 $4.00 $5,756.00 2 0241.1100 Remove Asphalt Pvmt 0241 15 SY 3,181 $8.00 $25,448.00 3 0241.1100 Remove Conc Curb and Gutter 0241 15 LF 245 $20.00 $4,900.00 4 0241.1100 Remove Sidewalk 0241 15 SF 4,550 $2.00 $9,100.00 5 3123.0101 Unclassified Excavation by Plan (Cut Per Plan) 31 23 16 CY 670 $6.00 $4,020.00 6 13123.0103 Borrow by Plan (Fill Per Plan) 31 2316 CY 957 $8.00 $7,656.00 7 3125.0101 SWPPP >_ 1 acre 31 2500 LS 1 $6,500.00 $6,500.00 8 3211.0400 Hydrated Lime 32 11 29 TN 106 $185.00 $19 610.00 9 3211.0502 8" Lime Treatment 3211 29 SY 4,950 $3.75 $18,562.50 10 3213.0105 8" Conc Pvmt 32 13 13 SY 4,830 $52.00 $251 160.00 11 3213.0303 6" Conc Sidewalk 32 13 20 SF 16525 $5.00 $82,625.00 12 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 6 $1,500.00 $9 000.00 13 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 2,024 $4.00 $8 096.00 14 3217.0001 4" SLD Pvmt Marking HAS (W) 32 1723 LF 160 $2.00 $320.00 15 3217.0002 4" SLD Pvmt Markin HAS (Y) 32 1723 LF 736 $2.00 $1 472.00 16 3217.0004 8" SLD Pvmt Markin HAS (Y) 32 17 23 LF 41 $4.00 $164.00 17 3217.2104 REFL Raised Marker TY II -A -A 32 17 23 EA 18 $4.00 $72.00 18 3291.0100 Topsoil 3291 19 CY 1,072 $18.00 $19,296.00 19 13292.0400 Sod, H dromulch, Seeding 3292 13 SY 2,700 $4.50 $12,150.00 20 3305.0107 Manhole Adjustment, Minor 3305 14 EA 4 $500.00 $2,000.00 21 3441.4109 Remove Sign Panel 3441 30 EA 3 $300.00 $900.00 22 3441.4110 Remove and Reinstall Sign Panel & Post 3441 30 EA 1 $600.00 $600.00 23 3471.0001 Traffic Control 3471 13 MO 4 $1,500.00 $6,000.00 24 9999.0003 Brick Pavers 32 14 16 SY 48 $130.00 $6,240.00 25 9999.0004 16" CONDT PVC C905 00 00 00 LF 156 $95.00 $14,820.00 26 9999.0005 6" CONDT PVC SCH 40 (T) 00 00 00 LF 468 $30.00 $14,040.00 27 9999.0006 4" CONDT PVC SCH 40 (T) 00 00 00 LF 468 $20.00 $9,360.00 28 9999.0007 2" CONDT PVC SCH 40 (T) 00 00 00 LF 468 $14.00 $6,552.00 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 PAVING IMPROVEMENTS $546,419.50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Fomi Version May 22. 2019 00 42 43_Bid Proposal -DAP -Rev_ I I-7-19.xls SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 4 of 6 Bidder's Application Project Item Information Bidders Proposal Bidlistltem Specification Unit of Bid No. Description Section No. Measure Quantity Unit Price Bid Value STORM DRAIN IMPROVEMENTS 1 3305.0112 Concrete Collar 3305 17 EA 1 $500.00 $500.00 2 3341.0201 21" RCP, Class III 3341 10 LF 231 $60.00 $13,860.00 3 3341.0205 24" RCP, Class III 3341 10 LF 92 $70.00 $6,440.00 4 3341.0208 27" RCP, Class III 3341 10 LF 485 $75.00 $36,375.00 5 3341.0302 30" RCP, Class III 3341 10 LF 205 $85.00 $17,425.00 6 3341.0309 36" RCP, Class III 3341 10 LF 25 $105.00 $2,625.00 7 3349.0001 4' Storm Junction Box 33 49 10 EA 3 $4,500.00 $13,500.00 8 3349.5001 10' Curb Inlet 33 49 20 EA 4 $3,200.00 $12,800.00 9 3349.7001 4' Drop Inlet 33 49 20 EA 1 $4,500.00 $4,500.00 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 STORM DRAIN IMPROVEMENTS $108,025.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Fonn Version Mav 22, 2019 00 42 43 Bid Proposal_DAP_Rev_I 1-7-19.xls SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 5 of 6 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value STREET LIGHT IMPROVEMENTS 1 2605.0131 Salvage Electrical Equipment 26 05 10 LS 1 $6,500.00 $6,500.00 2 2605.3001 1 1/4" CONDT PVC SCH 80 (T) 26 05 33 LF 1580 $12.00 $18,960.00 3 3441.1410 NO 10 Insulated Elec Condr 3441 10 LF 4740 $4.00 $18,960.00 4 3441.1502 Ground Box Type B, w/Apron 3441 10 EA 3 $850.00 $2,550.00 5 3441.3022 Ornamental Assmbly, Complex 3441 20 EA 1 $3,500.00 $3,500.00 6 3441.3110 Install Lighting Fixture 3441 20 EA 4 1 $500.00 $2,000.00 7 3441.3303 Rdwy Illum Foundation TY 7 3441 20 EA 5 $1,200.00 $6,000.00 8 3441.3411 Reconnect Conductor 3441 20 EA 3 $600.00 $1,800.00 9 3441.3502 Relocate Street Light Pole 3441 20 EA 4 $1,000.00 $4,000.00 10 3441.4006 Install Alum Sign Ground Mount 3441 30 EA 1 $1,450.00 $1,450.00 11 3441.4007 Install Alum Sign Ex Pole Mount 3441 30 EA 6 $950.00 $5,700.00 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 STREET LIGHT IMPROVEMENTS $71,420.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Forth Version Maq 22, 2019 00 42 43_Bid Proposal_DAP_Rev_ I I-7-19s1s SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 6 of 6 Bidder's Application Project Item Information Bidders Proposal Bidlist Item Descri tion Specification Unit of Bid No. p Section No. Measure Quantity Unit Price Bid Value Rid Cnmmare WATER IMPROVEMENTS $122,430.00 SANITARY SEWER IMPROVEMENTS $133,727.00 STORM DRAIN IMPROVEMENTS $108,025.00 PAVING IMPROVEMENTS $546,419.50 STREET LIGHT IMPROVEMENTS $71,420.00 Total Construction Bid $982,021.60 This Bid is submitted by the entity named below: BIDDER: Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. Af TITLE: P�zc.g�den L DATE: 00 orking days after the date when the END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22. 2019 00 42 43_Bid Proposa1_DAP_Rev_ 11-7-19.xk 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 2 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work Type" box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for paving Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water Distribution, Development, 8 inches and smaller. CDna�4see C gnSVc ' -� ti 2oZa Sewer Collection System, Development, 8 inches and Cona4,- smaller. Concrete Con/Recon < 15,000 SY (' O A aj�k C �n x�Q( [P p 3 Z1DZ Street Light Improvements C 0 00L+6t4L C,0M4mVC-� A 0'1,61y9-oZ1 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: cm +.SPX P 01r1&ig Z D-Z Company Please Print) K �( �)� Signature: Address �40 00 R)6 Vi.LD:,— `�1� ! Title: , ,` ` n City/State/Zip �— q (Please Print) Date: CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJEL75 Wtr, Sewer, Storm, Paving, & Lighting Improvements — Prairie Vista Form Version September 1, 2015 CITY FROM: 102224 r r+ 6&1 rl� r, r—a END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 0045 12 DAP PREQUALIFICATION STATEMENT Page 2 of 2 Wtr, Sewer, Storm, Paving, & Lighting Improvements — Prairie Vista CITY FROM: 102224 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 2 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 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. 101883 Contractor further 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. 8 9 CONTRACTOR: 10 11 12 13 14 15 16 17 18 19 20 21 22 23 na-Ser 1.y: Zo n i, Company \ ` (Please Print) Signature: � Address Ti� \01JV-,Vk. City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § (Please Print) 24 25 BEFORE ME, the undersigned authority, on this day personally appeared 26 'V*�V,00c- NgAA1n5 known to me to be the person whose name is 27 subscribed to the foregoing instrument, and ack owledged to me that he/she executed the 28 same as the act and deed of •1 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 4a day of 32 M bV<rnbeX , 20 V1 33 34 au u, 35 �O�PgYPGB�� KAMRA HOERIG 36NotaryPublic, State ofTexas °`�'• y�� y"� Comm. Expires 08.15.2023 Notary ID 13213162-8 CITY OF FORT WORTH WN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Notary Public in and fort e of Texas Wtr, Sewer, Storm, Paving, & Lighting Improvements — Prairie Vista City Project No. 102224 004526-2 4 5 0 9 10 11 12 13 14 15 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 2 of 2 END OF SECTION CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements — Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102224 Revised April 2, 2014 005243-1 Developer Awarded Project Agreement Page 1 of 6 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on q is made by and between the Developer, 4 Hillwood Alliance Services, LLC, a Texas limited liability Company, authorized to do business in 5 Texas, and ,Dn 6 Pr( ,per A 'O--�, L n 6 authorized to do business in Texas, acting by and through its duly authorized representative, 7 ("Contractor'). 8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree 9 as follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part 15 is generally described as follows: 16 Water, Sanitary Sewer Storm Drain Paving & Street Lighting Improvements to serve Prairie 17 Vista 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within LKVIZ working days the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the 25 Standard City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that Developer 28 will suffer financial loss if the Work is not completed within the times specified in 29 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 30 of the Standard City Conditions of the Construction Contract for Developer Awarded CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements — Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102224 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 6 31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 33 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 35 Developer .._.__. _._ _ zero __._............ ___ ___ ....___ _ Dollars 36 ($ £3 ) for each day that expires after the time specified in Paragraph 3.2 for 37 Final Acceptance until the City issues the Final Letter of Acceptance. 38 Article 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for performance of the Work in accordance with the 40 Contract Documents an amount in current funds of q 41 Dollars( �S2 . O ZI 505 J. \ --ova `W[m6 42 Article . CONTRACT DOCUMENTS 43 5.1 CONTENTS: 44 A. The Contract Documents which comprise the entire agreement between Developer 45 and Contractor concerning the Work consist of the following: 46 1. This Agreement. 47 2. Attachments to this Agreement: 48 a. Bid Form (As provided by Developer) 49 1) Proposal Form (DAP Version) 50 2) Prequalification Statement 51 3) State and Federal documents (project specific) 52 b. Insurance ACORD Form(s) 53 c. Payment Bond (DAP Version) 54 d. Performance Bond (DAP Version) 55 e. Maintenance Bond (DAP Version) 56 f. Power of Attorney for the Bonds 57 g. Worker's Compensation Affidavit 58 h. MBE and/or SBE Commitment Form (If required) 59 3. Standard City General Conditions of the Construction Contract for Developer 60 Awarded Projects. CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements — Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102224 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 6 61 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Documents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 8. Documentation submitted by Contractor prior to Notice of Award. 68 9. The following which may be delivered or issued after the Effective Date of the 69 Agreement and, if issued, become an incorporated part of the Contract 70 Documents: 71 a. Notice to Proceed. 72 b. Field Orders. 73 c. Change Orders. 74 d. Letter of Final Acceptance. 75 76 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements — Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102224 Revised June 16, 2016 005243-4 Developer Awarded Project Agreement Page 4 of 6 77 Article 6. INDEMNIFICATION 78 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 79 expense, the city, its officers, servants and employees, from and against any and all 80 claims arising out of, or alleged to arise out of, the work and services to be performed by 81 the contractor, its officers, agents, employees, subcontractors, licenses or invitees under 82 this contract. This indemnification provision is specifically intended to operate and be 83 effective even if it is alleged or proven that all or some of the damages being sought 84 were caused, in whole or in part by any act omission or negligence of the city. This 85 indemnity provision is intended to include, without limitation, indemnity for costs, 86 expenses and legal fees incurred by the city in defending against such claims and causes 87 of actions. 88 89 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 90 the city, its officers, servants and employees, from and against any and all loss, damage 91 or destruction of property of the city, arising out of, or alleged to arise out of, the work 92 and services to be performed by the contractor, its officers, agents, employees, 93 subcontractors, licensees or invitees under this contract. This indemnification provision 94 is specifically intended to operate and be effective even if it is alleged or proven that all 95 or some of the damages being sought were caused in whole or in part by any act 96 omission or negligence of the city. 97 98 Article 7. MISCELLANEOUS 99 7.1 Terms. 100 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 101 the Construction Contract for Developer Awarded Projects. 102 7.2 Assignment of Contract. 103 This Agreement, including all of the Contract Documents may not be assigned by the 104 Contractor without the advanced express written consent of the Developer. 105 7.3 Successors and Assigns. 106 Developer and Contractor each binds itself, its partners, successors, assigns and legal 107 representatives to the other party hereto, in respect to all covenants, agreements and 108 obligations contained in the Contract Documents. CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements — Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102224 Revised June 16, 2016 005243-5 Developer Awarded Project Agreement Page 5 of 6 109 7.4 Severability. 110 Any provision or part of the Contract Documents held to be unconstitutional, void or 111 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 112 remaining provisions shall continue to be valid and binding upon DEVELOPER and 113 CONTRACTOR. 114 7.5 Governing Law and Venue. 115 This Agreement, including all of the Contract Documents is performable in the State of 116 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 117 Northern District of Texas, Fort Worth Division. 118 119 7.6 Authority to Sign. 120 Contractor shall attach evidence of authority to sign Agreement, if other than duly 121 authorized signatory of the Contractor. 122 123 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 124 counterparts. 125 126 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 127 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements — Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102224 Revised June 16, 2016 128 Contractor: xso r - 1 _ m(.. Developer: 005243-6 Developer Awarded Project Agreement Page 6 of 6 By: k By: (Si ure) (Signature) � (Printed Name) Title: 1 a C Name - LP Adress: City/State/Zip: Date Hillwood Alliance Services, LLC a Texas limited liability company Title: ��1v- v ��'�-�1Ue�f Company name: Address: City/State/Zip: PO4 0Qr I , 7K 0' '-? "7 l?-fco� Date �g CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements — Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102224 Revised June 16, 2016 Bond No. 0227395 006213-1 1 2 3 4 5 6 7 THE STATE OF TEXAS § COUNTY OF TARRANT That we, SECTION 00 62 13 PERFORMANCE BOND § KNOW ALL BY THESE PRESENTS: Conatser Construction TX, L.P. PERFORMANCE BOND Page 1 of 4 known as 8 "Principal" herein and Berkley Insurance Company , a corporate 9 surety(sureties, if more than one) 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 Developer, Hillwood 11 Alliance Services, LLC, authorized to do business in Texas ("Developer") and the City of Fort 12 Worth, a Texas municipal corporation ("City"), in the penal sum of, Nine Hundred Eighty Two 13 Thousand, Twenty One and 50/100-------------------- Dollars ($982,021.50 ), 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 15 payment of which sum well and truly to be made jointly unto the Developer and the City as dual 16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, firmly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 20 CFA Number jq-da45 and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the ll day of A1WGA496-9 204 which Contract is hereby referred to and made a 23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 24 and other accessories defined by law, in the prosecution of the Work, including any Change 25 Orders, as provided for in said Contract designated as Water, Sanitary Sewer, Storm Drain, 26 Paving, & Street Lighting Improvements To Serve Prairie Vista. 27 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall 28 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 29 perform the Work, including Change Orders, under the Contract, according to the plans, CITY OF FORT WORTH Wtr, Sewer Storm, Paving, & Lighting Improvements — Prairie Vista STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 3 1 specifications, and contract documents therein referred to, and as well during any period of 2 extension of the Contract that may be granted on the part of the Developer and/or City, then 3 this obligation shall be and become null and void, otherwise to remain in full force and effect. 4 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 5 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 6 Worth Division. 7 This bond is made and executed in compliance with the provisions of Chapter 2253 of 8 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in 9 accordance with the provisions of said statue. 10 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this 11 instrument by duly authorized agents and officers on this the 460± day of 4k,"a 12 201. PRINCIPAL: Conatser Construction TX, L.P. ATTEST: ,44-& (Principal) Secretary Witn 4astoincipal CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 BY: Signature Brock Huggins, President Name and Title Address: 5327 Wichita St. Fort Worth, TX 7611 Wt, Sewer, Storm, Paving, & Lighting Improvements —Prairie Vista City Project No.102224 1 2 3 4 5 6 7 8 9 ATTEST: (Surety) Secretary Witness as to Surety 006213-3 PERFORMANCE BOND Page 3 of 3 SURETY: Berkley Insurance Company BY:a� Signature Robbi Morales, Attorney -in -fact Name and Title Address: 5005 LBJ Freeway, Suite 1500 Dallas, TX 75244 Telephone Number: 214/989-0000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements — Prairie Vista STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No.102224 Revised January 31, 2012 Bond No. 0227395 006214-1 PAYMENT BOND Page 1 of 3 1 SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Conatser Construction TX, L.P. known as 8 "Principal' herein, and _ Berkley Insurance Company a 9 corporate surety ( or sureties if more than one), duly authorized to do business in the State of 10 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 11 Developer, (Hillwood Alliance Services, LLC), authorized to do business in Texas "(Developer"), 12 and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum 13 of Nine Hundred Eighty Two Thousand, Twenty One and 50/100--- Dollars ($ 982,021.50 ) 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the 15 payment of which sum well and truly be made jointly unto the Developer and the City as dual 16 obliges, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, firmly by these presents: 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth, by and through a Community Facilities 20 Agreement, CFA Number)q-Nti and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 4 day of 20_19_J which Contract is hereby 23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 25 Work as provided for in said Contract and designated as Water, Sanitary Sewer, Storm Drain, 26 Paving, & Street Lighting Improvements To Serve Prairie Vista Drive 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall 28 pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of 29 the Texas Government Code, as amended) in the prosecution of the Work under the Contract, CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements —Prairie Vista STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. Revised January 31, 2012 006214-2 PAYMENT BOND Page 2 of 3 1 then this obligation shall be and become null and void; otherwise to remain in full force and 2 effect. 3 This bond is made and executed in compliance with the provisions of Chapter 2253 of 4 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in 5 accordance with the provisions of said statute. 6 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this 7 instrumentbyby duly authorized agents and officers on this the day of �f [� $ li(s l) 20_. PRINCIPAL: Conatser Construction TX, L.P. ATTEST: By. AWOOP441W&MOC 00 Signature _'ge 4a. - % w (Principal) Secretary it ess as to incipa Brock Huggins, President Name and Title Address: 5327 Wichita St. Fort Worth, TX 76119 SURETY: Berkley Insurance Company CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements —Prairie Vista STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. Revised January 31, 2012 00 6214 - 3 ATTEST: ll�l.�r (Surety) Secretary Witness as to Surety 1 - I= PAYMENT BOND Page 3 of 3 BY:.'7� y Signature Robbi Morales, Attorney -in -fact Name and Title Address: 5005 LBJ Freeway, Suite 1500 Dallas, TX 75244 Telephone Number: 214/989-0000 2 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 3 bylaws showing that this person has authority to sign such obligation. If Surety's physical 4 address is different from its mailing address, both must be provided. 5 6 The date of the bond shall not be prior to the date the Contract is awarded. VA 8 END OF SECTION CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements — Prairie Vista STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. Revised January 31, 2012 Bond No. 0227395 1 2 3 4 5 6 7 THE STATE OF TEXAS § SECTION 00 62 19 MAINTENANCE BOND § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we Conatser Construction TX. L.P. 006219-1 MAINTENANCE BOND Page 1 of 5 known as 8 "Principal' herein and Berkley Insurance Company a corporate surety 9 (sureties, if more than one) 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 Developer, Hillwood 11 Alliance Services, LLC, authorized to do business in Texas ("Developer") and the City of Fort 12 Worth, a Texas municipal corporation ("City"), in the sum 13 of Nine Hundred Eighty Two Thousand, Twenty One and No/10tDollars ($ 982,021.50 ) 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 15 of which sum well and truly be made jointly unto the Developer and the City as dual obliges and 16 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 17 jointly and severally, firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 21 CFA Number IL-.0!5;and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the day of A kf= 201q, which Contract is 24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish 25 all materials, equipment labor and other accessories as defined by law, in the prosecution of the 26 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 27 the "Work") as provided for in said Contract and designated as Water, Sanitary Sewer Storm 28 Drain, Paving & Street Liahtina Improvements to Serve Prairie Vista Drive and 29 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements — Prairie Vista STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 5 1 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 2 accordance With the plans, specifications and Contract Documents that the Work is and will 3 remain free from defects in materials or workmanship for and during the period of two (2) years 4 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 5 6 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 7 receiving notice from the Developer and/or City of the need thereof at any time within the 8 Maintenance Period, 9 10 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy it any defective Work, for which timely notice was provided by Developer or City, to a completion 12 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 13 full force and effect. 14 15 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 16 noticed defective Work, it is agreed that the Developer or City may cause any and all such 17 defective Work to be repaired and/or reconstructed with all associated costs thereof being 18 borne by the Principal and the Surety under this Maintenance Bond; and 19 20 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 21 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 22 Worth Division; and 23 24 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 25 recoveries may be had hereon for successive breaches. 26 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements — Prairie Vista STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. Revised January 31, 2012 00 62 19 - 3 MAINTENANCE BOND Page 3 of 5 - Prairie Vista ty Project No. 006219-3 MAINTENANCE BOND Page 3 of 4 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 AAWFY 3 20. 4 PRINCIPAL: Conatser Construction TX, L.P. ATTEST: 00 Signature Brock Huggins, President (Principal) Secretary Name and Title Address: 5327 Wichita St. Fort Worth, TX 76119 Jns as to P 'ncipal ATTEST: CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2012 SURETY: Berkley Insurance Company Signature Wtr, Sewer, Storm, Paving, & Lighting Improvements — Prairie Vista City Project No. 102224 (Surety) Secretary Witness as to Surety 1 00 6219 - 4 MAINTENANCE BOND Page 4 of 4 Robbi Morales, Attorney -in -fact Name and Title Address: 5005 LBJ Freeway, Suite 1500 Dallas, TX 75244 Telephone Number: 214/989-0000 2 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 3 from the by-laws showing that this person has authority to sign such obligation. If 4 Surety's physical address is different from its mailing address, both must be provided. 5 6 The date of the bond shall not be prior to the date the Contract is awarded. 7 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting improvements —Prairie Vista STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 102224 Revised January 31, 2012 No. BI-7280j POWER OF ATTORNEY BERKLEY INSURANCE COMPANY WILMINGTON, DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted and appointed, and does by these presents make, constitute and appoint: Ricardo J. Reyna; Don E. Cornell; Sophinie Hunter; Robbi Morales; Kelly A. Westbrook, Tina McEwan; Joshua A. Saunders, or Tonie Petranek of Aon Risk Services Southwest, Inc. of Dallas, TX its true and lawful Attorney -in -Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, o > without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010: � o cRESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief Executive o, Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are w hereby authorized to execute powers of attorney authorizing and qualifying the attorney -in -fact named therein to execute ° bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal 3 of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney -in -fact and revoke any power of attorney previously granted; and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact named; and o cn further z� .E RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any E power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or 3 other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any E person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued. 0 o IN WITNESS WHEREOF, the Comgn y has caused these presents to be signed and attested by its appropriate officers and its o corporate seal hereunto affixed this day of M p I q Attest: / Berkle Insurance Compan H (Seal) By / r By ° ; Ira . Lede an Jef e fter ° Executive Vice President & Secretary en o i •esident U O o0 WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER. N a = STATE OF CONNECTICUT ) o ) ss: N COUNTY OF FAIRFIELD o ) .n ! Sworn to before me, a Notary Public in the State of Connecticut, this 2"7 day of l Q , by Ira S. Lederman and Jeffrey M. Hafter who are sworn to me to be the Executive Vice Pre 'de and Secretary, n the Senior Vice President, T c, respectively, of Berkley Insurance ComparlOARIAC. RUNDBAKEN -Q NOTARY PUBLIC o MY COMMISSION EXPIRES iKotary Public, State of Connecticut APRIL 30, 2019 CERTIFICATE I, the undersigned, Assistant Secretary of BERKLEY rNSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded and that the authority of the u Attomey-in-Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney is attached, is in full force and effect as of this date. Given under my hand and seal of the Company, this day of (Seal) m gent P. F6rte IMPORTANT NOTICE To obtain information or make a complaint: You may call Berkley Surety Group, LLC and its affiliates by telephone for information or to make a complaint: BERKLEY SURETY GROUP, LLC Please send all notices of claim on this bond to: Berkley Surety Group, LLC (866) 768-3534 412 Mount Kemble Avenue, Suite 310N Morristown, NJ 07960 Attn: Surety Claims Department 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: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http•//www.tdi.state.tx.us E-mail: ConsumerProtectionna tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact your agent or Berkley Surety Group, LLC 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 and is given to comply with Texas legal and regulatory requirements. CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 – Definitions and Terminology .......................................................................................................... 1 1.01 Defined Terms ............................................................................................................................... 1 1.02 Terminology .................................................................................................................................. 5 Article 2 – Preliminary Matters ......................................................................................................................... 6 2.01 Before Starting Construction ........................................................................................................ 6 2.02 Preconstruction Conference .......................................................................................................... 6 2.03 Public Meeting .............................................................................................................................. 6 Article 3 – Contract Documents and Amending ............................................................................................... 6 3.01 Reference Standards ..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents .................................................................. 6 Article 4 – Bonds and Insurance ....................................................................................................................... 7 4.01 Licensed Sureties and Insurers ..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7 4.03 Certificates of Insurance ............................................................................................................... 7 4.04 Contractor’s Insurance .................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12 Article 5 – Contractor’s Responsibilities ........................................................................................................ 12 5.01 Supervision and Superintendent ................................................................................................. 12 5.02 Labor; Working Hours ................................................................................................................ 13 5.03 Services, Materials, and Equipment ........................................................................................... 13 5.04 Project Schedule .......................................................................................................................... 14 5.05 Substitutes and “Or-Equals” ....................................................................................................... 14 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16 5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16 5.08 Wage Rates.................................................................................................................................. 18 5.09 Patent Fees and Royalties ........................................................................................................... 19 5.10 Laws and Regulations ................................................................................................................. 19 5.11 Use of Site and Other Areas ....................................................................................................... 19 5.12 Record Documents ...................................................................................................................... 20 5.13 Safety and Protection .................................................................................................................. 21 5.14 Safety Representative ................................................................................................................. 21 5.15 Hazard Communication Programs ............................................................................................. 22 5.16 Submittals .................................................................................................................................... 22 5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification ........................................................................................................................... 24 5.19 Delegation of Professional Design Services .............................................................................. 24 5.20 Right to Audit: ............................................................................................................................ 25 5.21 Nondiscrimination....................................................................................................................... 25 Article 6 – Other Work at the Site ................................................................................................................... 26 6.01 Related Work at Site ................................................................................................................... 26 Article 7 – City’s Responsibilities................................................................................................................... 26 7.01 Inspections, Tests, and Approvals .............................................................................................. 26 7.02 Limitations on City’s Responsibilities ....................................................................................... 26 7.03 Compliance with Safety Program ............................................................................................... 27 Article 8 – City’s Observation Status During Construction ........................................................................... 27 8.01 City’s Project Representative ..................................................................................................... 27 8.02 Authorized Variations in Work .................................................................................................. 27 8.03 Rejecting Defective Work .......................................................................................................... 27 8.04 Determinations for Work Performed .......................................................................................... 28 Article 9 – Changes in the Work ..................................................................................................................... 28 9.01 Authorized Changes in the Work ............................................................................................... 28 9.02 Notification to Surety .................................................................................................................. 28 Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28 10.01 Change of Contract Price ............................................................................................................ 28 10.02 Change of Contract Time............................................................................................................ 28 10.03 Delays .......................................................................................................................................... 28 Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29 11.01 Notice of Defects ........................................................................................................................ 29 11.02 Access to Work ........................................................................................................................... 29 11.03 Tests and Inspections .................................................................................................................. 29 11.04 Uncovering Work ....................................................................................................................... 30 11.05 City May Stop the Work ............................................................................................................. 30 11.06 Correction or Removal of Defective Work ................................................................................ 30 11.07 Correction Period ........................................................................................................................ 30 11.08 City May Correct Defective Work ............................................................................................. 31 Article 12 – Completion .................................................................................................................................. 32 12.01 Contractor’s Warranty of Title ................................................................................................... 32 12.02 Partial Utilization ........................................................................................................................ 32 12.03 Final Inspection ........................................................................................................................... 32 12.04 Final Acceptance ......................................................................................................................... 33 Article 13 – Suspension of Work .................................................................................................................... 33 13.01 City May Suspend Work ............................................................................................................ 33 Article 14 – Miscellaneous .............................................................................................................................. 34 14.01 Giving Notice .............................................................................................................................. 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.02 Computation of Times ................................................................................................................ 34 14.03 Cumulative Remedies ................................................................................................................. 34 14.04 Survival of Obligations ............................................................................................................... 35 14.05 Headings ...................................................................................................................................... 35 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. 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. 3. 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. 4. Buzzsaw – City’s on-line, electronic document management and collaboration system. 5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract—The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents—Those items that make up the contract and which must include the Agreement, and it’s attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non-Resident Bidder iii. Prequalification Statement c. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions l. Supplementary Conditions m. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project’s Contract Documents o. Drawings p. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor—The individual or entity with whom Developer has entered into the Agreement. 11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer – An individual or entity that desires to make certain improvements within the City of Fort Worth 13. 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. 14. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 16. 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. 17. General Requirements—A part of the Contract Documents between the Developer and a Contractor. 18. 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. 19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non-Participating Change Order—A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, 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. 22. Participating Change Order—A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, 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. 23. Plans – See definition of Drawings. 24. 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. 25. Project—The Work to be performed under the Contract Documents. 26. Project Representative—The authorized representative of the City who will be assigned to the Site. 27. Public Meeting – An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. 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. 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 30. 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. 31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions – That part of the Contract Documents setting forth requirements of the City. 34. 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. 35. 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. 36. Superintendent – The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions—That part of the Contract Documents which amends or supplements the General Conditions. 38. 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. 39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. 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. 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 41. 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 Participating Change Order, Non-Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. 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. C. 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. D. 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. 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 2 – PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non- Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 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. ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING 3.01 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 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. 3.02 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 Participating Change Order or a Non-Participating 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; 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City’s written interpretation or clarification. ARTICLE 4 – BONDS AND INSURANCE 4.01 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 coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, 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 the name of Developer and City 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 4.02.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 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City 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. 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. The certificate of insurance shall document the City, an as “Additional Insured” on all liability policies. 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 these Standard City Conditions. 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. 6. 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. 7. 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. 8. 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%. 9. 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 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. 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. 11. 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. 12. 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. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor’s insurance. 4.04 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. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit 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 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. 1. 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 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U” coverage’s. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 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. 1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage 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 following requirements: 1. The Contractor’s construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: None 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a “Right of Entry Agreement” with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor’s use of private and/or construction access roads crossing said railroad company’s properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor’s operations and work cross, occupy, or touch railroad property: a. General Aggregate: None b. Each Occurrence: : None 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of- 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company’s right-of-way at a location entirely separate from the grade separation or at-grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company’s right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company’s property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor’s beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. 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. 4.05 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 Developer and 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 Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or 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 5 – CONTRACTOR’S RESPONSIBILITIES 5.01 Supervision and Superintendent 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 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. 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. 5.02 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. 5.03 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. 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 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 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 5.05.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: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor’s achievement of final completion on time; ii. 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; iii. 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: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 5.05.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 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre-qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Required for this Contract. (Check this box if there is any City Participation) Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City’s MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE 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 MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. 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. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 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. C. 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. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. 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 these Contract 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates Required for this Contract. Not Required for this Contract. 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. 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 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. 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 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 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 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 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 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 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, 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 shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. 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. 5.12 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 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 5.13 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 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 5.13.A.2 or 5.13.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. 5.14 Safety Representative Contractor shall inform City in writing of Contractor’s designated safety representative at the Site. 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.15 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. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.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 5.16.C. 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. 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 5.17 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 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 or Developer 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 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 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. 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 5.19, 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 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. 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. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all 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. D. 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. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 6 – OTHER WORK AT THE SITE 6.01 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. ARTICLE 7 – CITY’S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 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 5.13. 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 7.03 Compliance with Safety Program While at the Site, City’s employees and representatives shall comply with the specific applicable requirements of Contractor’s safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City’s Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City’s representative during construction are set forth in the Contract Documents. A. City’s Project Representative 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 Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City’s Project Representative 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 Representative’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 Representative’s visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City’s Project Representative 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 Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City’s Project Representative 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 11, whether or not the Work is fabricated, installed, or completed. 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City’s Project Representative 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). ARTICLE 9 – CHANGES IN THE WORK 9.01 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 Participating 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 on a project with City participation, a Field Order may be issued by the City. 9.02 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. ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. 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. 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 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. 11.02 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. 11.03 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 approved by 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 11.03 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. 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance 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. 11.04 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. 11.05 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 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City’s special warranty and guarantee, if any, on said Work. 11.07 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 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor’s use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.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. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, 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 and Developer should such additional warranty coverage be required. Contractor’s obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 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 11.06.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 and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, 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 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 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 11.09. ARTICLE 12 – COMPLETION 12.01 Contractor’s Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 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. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. 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 upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. 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. 5. 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. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 – SUSPENSION OF WORK 13.01 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 stop contract time on City participation projects. 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 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. ARTICLE 14 – MISCELLANEOUS 14.01 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. 14.02 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. 14.03 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. 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.04 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. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. 01 11 00- 1 SUMMARY OF WORK Page 1 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 SECTION 01 11 00 1 SUMMARY OF WORK 2 GENERAL 3 SUMMARY 4 A. Section Includes: 5 1. Summary of Work to be performed in accordance with the Contract Documents 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10 2. Division 1 - General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various items bid. 14 No separate payment will be allowed for this Item. 15 1.3 REFERENCES [NOT USED] 16 1.4 ADMINISTRATIVE REQUIREMENTS 17 A. Work Covered by Contract Documents 18 1. Work is to include furnishing all labor, materials, and equipment, and performing 19 all Work necessary for this construction project as detailed in the Drawings and 20 Specifications. 21 B. Subsidiary Work 22 1. Any and all Work specifically governed by documentary requirements for the 23 project, such as conditions imposed by the Drawings or Contract Documents in 24 which no specific item for bid has been provided for in the Proposal and the item is 25 not a typical unit bid item included on the standard bid item list, then the item shall 26 be considered as a subsidiary item of Work, the cost of which shall be included in 27 the price bid in the Proposal for various bid items. 28 C. Use of Premises 29 1. Coordinate uses of premises under direction of the City. 30 2. Assume full responsibility for protection and safekeeping of materials and 31 equipment stored on the Site. 32 3. Use and occupy only portions of the public streets and alleys, or other public places 33 or other rights-of-way as provided for in the ordinances of the City, as shown in the 34 Contract Documents, or as may be specifically authorized in writing by the City. 35 a. A reasonable amount of tools, materials, and equipment for construction 36 purposes may be stored in such space, but no more than is necessary to avoid 37 delay in the construction operations. 38 01 11 00- 2 SUMMARY OF WORK Page 2 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 b. Excavated and waste materials shall be stored in such a way as not to interfere 1 with the use of spaces that may be designated to be left free and unobstructed 2 and so as not to inconvenience occupants of adjacent property. 3 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4 manner as not to interfere with the operation of the railroad. 5 All Work shall be in accordance with railroad requirements set forth in Division 6 0 as well as the railroad permit. 7 B. Work within Easements 8 1. Do not enter upon private property for any purpose without having previously 9 obtained permission from the owner of such property. 10 2. Do not store equipment or material on private property unless and until the 11 specified approval of the property owner has been secured in writing by the 12 Contractor and a copy furnished to the City. 13 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14 obstructions which must be removed to make possible proper prosecution of the 15 Work as a part of the project construction operations. 16 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, 17 plants, lawns, fences, culverts, curbing, and all other types of structures or 18 improvements, to all water, sewer, and gas lines, to all conduits, overhead pole 19 lines, or appurtenances thereof, including the construction of temporary fences 20 and to all other public or private property adjacent to the Work. 21 5. Notify the proper representatives of the owners or occupants of the public or 22 private lands of interest in lands which might be affected by the Work. 23 a. Such notice shall be made at least 48 hours in advance of the beginning of 24 the Work. 25 b. Notices shall be applicable to both public and private utility companies and 26 any corporation, company, individual, or other, either as owners or 27 occupants, whose land or interest in land might be affected by the Work. 28 c. Be responsible for all damage or injury to property of any character 29 resulting from any act, omission, neglect, or misconduct in the manner or 30 method or execution of the Work, or at any time due to defective work, 31 material, or equipment. 32 6. Fence 33 a. Restore all fences encountered and removed during construction of the 34 Project to the original or a better than original condition. 35 b. Erect temporary fencing in place of the fencing removed whenever the 36 Work is not in progress and when the site is vacated overnight, and/or at all 37 times to provide site security. 38 c. The cost for all fence work within easements, including removal, temporary 39 closures and replacement, shall be subsidiary to the various items bid in the 40 project proposal, unless a bid item is specifically provided in the proposal. 41 01 11 00- 3 SUMMARY OF WORK Page 3 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 1.5 SUBMITTALS [NOT USED] 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 14 01 78 39 - 1 DAP Preconstruction Meeting Page 1 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 SECTION 01 31 19 1 PRECONSTRUCTION MEETING 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 6 clarify construction contract administration procedures 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. No construction schedule required unless requested by the City. 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. No 15 separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Coordination 19 1. Attend preconstruction meeting. 20 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be 21 qualified and authorized to act on behalf of the entity each represents. 22 3. Meeting administered by City may be tape recorded. 23 a. If recorded, tapes will be used to prepare minutes and retained by City for future 24 reference. 25 B. Preconstruction Meeting 26 1. A preconstruction meeting will be held within 14 days after the delivery of the 27 distribution package to the City. 28 The meeting will be scheduled and administered by the City. 29 1. The Project Representative will preside at the meeting, prepare the notes of the 30 meeting and distribute copies of same to all participants who so request by fully 31 completing the attendance form to be circulated at the beginning of the meeting. 32 2. Attendance shall include: 33 a. Developer and Consultant 34 b. Contractor's project manager 35 c. Contractor's superintendent 36 d. Any subcontractor or supplier representatives whom the Contractor may desire 37 to invite or the City may request 38 39 01 78 39 - 2 DAP Preconstruction Meeting Page 2 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 e. Other City representatives 1 f. Others as appropriate 2 3. Preliminary Agenda may include: 3 a. Introduction of Project Personnel 4 b. General Description of Project 5 c. Status of right-of-way, utility clearances, easements or other pertinent permits 6 d. Contractor’s work plan and schedule 7 e. Contract Time 8 f. Notice to Proceed 9 g. Construction Staking 10 h. Progress Payments 11 i. Extra Work and Change Order Procedures 12 j. Field Orders 13 k. Disposal Site Letter for Waste Material 14 l. Insurance Renewals 15 m. Payroll Certification 16 n. Material Certifications and Quality Control Testing 17 o. Public Safety and Convenience 18 p. Documentation of Pre-Construction Conditions 19 q. Weekend Work Notification 20 r. Legal Holidays 21 s. Trench Safety Plans 22 t. Confined Space Entry Standards 23 u. Coordination with the City’s representative for operations of existing water 24 systems 25 v. Storm Water Pollution Prevention Plan 26 w. Coordination with other Contractors 27 x. Early Warning System 28 y. Contractor Evaluation 29 z. Special Conditions applicable to the project 30 aa. Damages Claims 31 bb. Submittal Procedures 32 cc. Substitution Procedures 33 dd. Correspondence Routing 34 ee. Record Drawings 35 ff. Temporary construction facilities 36 gg. MBE/SBE procedures 37 hh. Final Acceptance 38 ii. Final Payment 39 jj. Questions or Comments 40 01 78 39 - 3 DAP Preconstruction Meeting Page 3 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 1.5 SUBMITTALS [NOT USED] 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 14 01 33 00- 1 DAP Submittals Page 1 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 SECTION 01 33 00 1 DAP SUBMITTALS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. General methods and requirements of submissions applicable to the following 6 Work-related submittals: 7 a. Shop Drawings 8 b. Product Data (including Standard Product List submittals) 9 c. Samples 10 d. Mock Ups 11 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 22 A. Coordination 23 1. Notify the City in writing, at the time of submittal, of any deviations in the 24 submittals from the requirements of the Contract Documents. 25 2. Coordination of Submittal Times 26 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 27 performing the related Work or other applicable activities, or within the time 28 specified in the individual Work Sections, of the Specifications. 29 b. Contractor is responsible such that the installation will not be delayed by 30 processing times including, but not limited to: 31 a) Disapproval and resubmittal (if required) 32 b) Coordination with other submittals 33 c) Testing 34 d) Purchasing 35 e) Fabrication 36 f) Delivery 37 Similar sequenced activities 38 c. No extension of time will be authorized because of the Contractor's failure to 39 transmit submittals sufficiently in advance of the Work. 40 01 33 00- 2 DAP Submittals Page 2 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 d. Make submittals promptly in accordance with approved schedule, and in 1 such sequence as to cause no delay in the Work or in the work of any other 2 contractor. 3 A. Submittal Numbering 4 1. When submitting shop drawings or samples, utilize a 9-character submittal 5 cross-reference identification numbering system in the following manner: 6 a. Use the first 6 digits of the applicable Specification Section Number. 7 b. For the next 2 digits number use numbers 01-99 to sequentially number 8 each initial separate item or drawing submitted under each specific Section 9 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 B. 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 28 Contractor 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 33 verified field measurements, field construction criteria, materials, 34 dimensions, catalog numbers and similar data and I have checked and 35 coordinated each item with other applicable approved shop drawings." 36 C. Submittal Format 37 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 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 01 33 00- 3 DAP Submittals Page 3 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 D. Submittal Content 1 1. The date of submission and the dates of any previous submissions 2 2. The Project title and number 3 3. Contractor identification 4 4. The names of: 5 a. Contractor 6 b. Supplier 7 c. Manufacturer 8 5. Identification of the product, with the Specification Section number, page and 9 paragraph(s) 10 6. Field dimensions, clearly identified as such 11 7. Relation to adjacent or critical features of the Work or materials 12 8. Applicable standards, such as ASTM or Federal Specification numbers 13 9. Identification by highlighting of deviations from Contract Documents 14 10. Identification by highlighting of revisions on resubmittals 15 11. An 8-inch x 3-inch blank space for Contractor and City stamps 16 E. Shop Drawings 17 1. As specified in individual Work Sections includes, but is not necessarily limited 18 to: 19 a. Custom-prepared data such as fabrication and erection/installation 20 (working) drawings 21 b. Scheduled information 22 c. Setting diagrams 23 d. Actual shopwork manufacturing instructions 24 e. Custom templates 25 f. Special wiring diagrams 26 g. Coordination drawings 27 h. Individual system or equipment inspection and test reports including: 28 1) Performance curves and certifications 29 i. As applicable to the Work 30 2. Details 31 a. Relation of the various parts to the main members and lines of the structure 32 b. Where correct fabrication of the Work depends upon field measurements 33 Provide such measurements and note on the drawings prior to submitting for 34 approval. 35 F. Product Data 36 1. For submittals of product data for products included on the City’s Standard Product 37 List, clearly identify each item selected for use on the Project. 38 2. For submittals of product data for products not included on the City’s Standard 39 Product List, submittal data may include, but is not necessarily limited to: 40 a. Standard prepared data for manufactured products (sometimes referred to as 41 catalog data) 42 01 33 00- 4 DAP Submittals Page 4 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 1) Such as the manufacturer's product specification and installation 1 instructions 2 2) Availability of colors and patterns 3 3) Manufacturer's printed statements of compliances and applicability 4 4) Roughing-in diagrams and templates 5 5) Catalog cuts 6 6) Product photographs 7 7) Standard wiring diagrams 8 8) Printed performance curves and operational-range diagrams 9 9) Production or quality control inspection and test reports and certifications 10 10) Mill reports 11 11) Product operating and maintenance instructions and recommended 12 spare-parts listing and printed product warranties 13 12) As applicable to the Work 14 H. Samples 15 1. As specified in individual Sections, include, but are not necessarily limited to: 16 a. Physical examples of the Work such as: 17 1) Sections of manufactured or fabricated Work 18 2) Small cuts or containers of materials 19 3) Complete units of repetitively used products color/texture/pattern swatches 20 and range sets 21 4) Specimens for coordination of visual effect 22 5) Graphic symbols and units of Work to be used by the City for independent 23 inspection and testing, as applicable to the Work 24 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 25 be fabricated or installed prior to the approval or qualified approval of such item. 26 1. Fabrication performed, materials purchased or on-site construction accomplished 27 which does not conform to approved shop drawings and data is at the Contractor's 28 risk. 29 2. The City will not be liable for any expense or delay due to corrections or remedies 30 required to accomplish conformity. 31 3. Complete project Work, materials, fabrication, and installations in conformance 32 with approved shop drawings, applicable samples, and product data. 33 J. Submittal Distribution 34 1. Electronic Distribution 35 a. Confirm development of Project directory for electronic submittals to be 36 uploaded to City’s Buzzsaw site, or another external FTP site approved by the 37 City. 38 b. Shop Drawings 39 1) Upload submittal to designated project directory and notify appropriate 40 City representatives via email of submittal posting. 41 2) Hard Copies 42 a) 3 copies for all submittals 43 b) If Contractor requires more than 1 hard copy of Shop Drawings 44 returned, Contractor shall submit more than the number of copies listed 45 above. 46 c. Product Data 47 01 33 00- 5 DAP Submittals Page 5 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 1) Upload submittal to designated project directory and notify appropriate 1 City representatives via email of submittal posting. 2 2) Hard Copies 3 a) 3 copies for all submittals 4 d. Samples 5 1) Distributed to the Project Representative 6 2. Hard Copy Distribution (if required in lieu of electronic distribution) 7 8 9 a. Shop Drawings 10 1) Distributed to the City 11 2) Copies 12 a. 8 copies for mechanical submittals 13 b. 7 copies for all other submittals 14 c. If Contractor requires more than 3 copies of Shop Drawings 15 returned, Contractor shall submit more than the number of copies 16 listed above. 17 b. Product Data 18 1) Distributed to the City 19 2) Copies 20 a) 4 copies 21 c. Samples 22 1) Distributed to the Project Representative 23 2) Copies 24 a) Submit the number stated in the respective Specification Sections. 25 3. Distribute reproductions of approved shop drawings and copies of approved 26 product data and samples, where required, to the job site file and elsewhere as 27 directed by the City. 28 a. Provide number of copies as directed by the City but not exceeding the 29 number previously specified. 30 K. Submittal Review 31 1. The review of shop drawings, data and samples will be for general conformance 32 with the design concept and Contract Documents. This is not to be construed as: 33 a. Permitting any departure from the Contract requirements 34 b. Relieving the Contractor of responsibility for any errors, including details, 35 dimensions, and materials 36 c. Approving departures from details furnished by the City, except as otherwise 37 provided herein 38 2. The review and approval of shop drawings, samples or product data by the City 39 does not relieve the Contractor from his/her responsibility with regard to the 40 fulfillment of the terms of the Contract. 41 a. All risks of error and omission are assumed by the Contractor, and the City will 42 have no responsibility therefore. 43 3. The Contractor remains responsible for details and accuracy, for coordinating the 44 Work with all other associated work and trades, for selecting fabrication processes, 45 for techniques of assembly and for performing Work in a safe manner. 46 01 33 00- 6 DAP Submittals Page 6 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 4. If the shop drawings, data or samples as submitted describe variations and show a 1 departure from the Contract requirements which City finds to be in the interest of 2 the City and to be so minor as not to involve a change in Contract Price or time for 3 performance, the City may return the reviewed drawings without noting an 4 exception. 5 5. Submittals will be returned to the Contractor under 1 of the following codes: 6 a. Code 1 7 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 8 comments on the submittal. 9 a. When returned under this code the Contractor may release the 10 equipment and/or material for manufacture. 11 b. Code 2 12 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 13 the notations and comments IS NOT required by the Contractor. 14 a. The Contractor may release the equipment or material for manufacture; 15 however, all notations and comments must be incorporated into the 16 final product. 17 c. Code 3 18 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 19 assigned when notations and comments are extensive enough to require a 20 resubmittal of the package. 21 a) The Contractor may release the equipment or material for manufacture; 22 however, all notations and comments must be incorporated into the 23 final product. 24 b) This resubmittal is to address all comments, omissions and 25 non-conforming items that were noted. 26 c) Resubmittal is to be received by the City within 15 Calendar Days of 27 the date of the City's transmittal requiring the resubmittal. 28 d. Code 4 29 1) "NOT APPROVED" is assigned when the submittal does not meet the 30 intent of the Contract Documents. 31 a) The Contractor must resubmit the entire package revised to bring the 32 submittal into conformance. 33 b) It may be necessary to resubmit using a different manufacturer/vendor 34 to meet the Contract Documents. 35 6. Resubmittals 36 a. Handled in the same manner as first submittals 37 1) Corrections other than requested by the City 38 2) Marked with revision triangle or other similar method 39 a) At Contractor’s risk if not marked 40 b. Submittals for each item will be reviewed no more than twice at the City’s 41 expense. 42 1) All subsequent reviews will be performed at times convenient to the City 43 and at the Contractor's expense, based on the City's or City 44 Representative’s then prevailing rates. 45 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 46 all such fees invoiced by the City. 47 01 33 00- 7 DAP Submittals Page 7 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 c. The need for more than 1 resubmission or any other delay in obtaining City's 1 review of submittals, will not entitle the Contractor to an extension of Contract 2 Time. 3 7. Partial Submittals 4 a. City reserves the right to not review submittals deemed partial, at the City’s 5 discretion. 6 b. Submittals deemed by the City to be not complete will be returned to the 7 Contractor, and will be considered "Not Approved" until resubmitted. 8 c. The City may at its option provide a list or mark the submittal directing the 9 Contractor to the areas that are incomplete. 10 8. If the Contractor considers any correction indicated on the shop drawings to 11 constitute a change to the Contract Documents, then written notice must be 12 provided thereof to the Developer at least 7 Calendar Days prior to release for 13 manufacture. 14 9. When the shop drawings have been completed to the satisfaction of the City, the 15 Contractor may carry out the construction in accordance therewith and no further 16 changes therein except upon written instructions from the City. 17 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 18 following receipt of submittal by the City. 19 L. Mock ups 20 1. Mock Up units as specified in individual Sections, include, but are not necessarily 21 limited to, complete units of the standard of acceptance for that type of Work to be 22 used on the Project. Remove at the completion of the Work or when directed. 23 M. Qualifications 24 If specifically required in other Sections of these Specifications, submit a P.E. 25 Certification for each item required. 26 N. Request for Information (RFI) 27 1. Contractor Request for additional information 28 a. Clarification or interpretation of the contract documents 29 b. When the Contractor believes there is a conflict between Contract Documents 30 c. When the Contractor believes there is a conflict between the Drawings and 31 Specifications 32 1) Identify the conflict and request clarification 33 2. Sufficient information shall be attached to permit a written response without further 34 information. 35 36 37 38 39 1.5 SUBMITTALS [NOT USED] 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 01 33 00- 8 DAP Submittals Page 8 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 1.9 QUALITY ASSURANCE [NOT USED] 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 5 6 7 8 PART 2 – PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days 13 01 35 13 - 1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. Revised August, 30, 2013 SECTION 01 35 13 1 SPECIAL PROJECT PROCEDURES 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. The procedures for special project circumstances that includes, but is not limited to: 6 a. Coordination with the Texas Department of Transportation 7 b. Work near High Voltage Lines 8 c. Confined Space Entry Program 9 d. Air Pollution Watch Days 10 e. Use of Explosives, Drop Weight, Etc. 11 f. Water Department Notification 12 g. Public Notification Prior to Beginning Construction 13 h. Coordination with United States Army Corps of Engineers 14 i. Coordination within Railroad permits areas 15 j. Dust Control 16 k. Employee Parking 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. None. 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 21 2. Division 1 – General Requirements 22 3. Section 33 12 25 – Connection to Existing Water Mains 23 24 1.2 REFERENCES 25 A. Reference Standards 26 1. Reference standards cited in this Specification refer to the current reference 27 standard published at the time of the latest revision date logged at the end of this 28 Specification, unless a date is specifically cited. 29 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 30 High Voltage Overhead Lines. 31 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 32 Specification 33 1.3 ADMINISTRATIVE REQUIREMENTS 34 A. Coordination with the Texas Department of Transportation 35 1. When work in the right-of-way which is under the jurisdiction of the Texas 36 Department of Transportation (TxDOT): 37 a. Notify the Texas Department of Transportation prior to commencing any work 38 therein in accordance with the provisions of the permit 39 01 35 13 - 2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. Revised August, 30, 2013 b. All work performed in the TxDOT right-of-way shall be performed in 1 compliance with and subject to approval from the Texas Department of 2 Transportation 3 B. Work near High Voltage Lines 4 1. Regulatory Requirements 5 a. All Work near High Voltage Lines (more than 600 volts measured between 6 conductors or between a conductor and the ground) shall be in accordance with 7 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 8 2. Warning sign 9 a. Provide sign of sufficient size meeting all OSHA requirements. 10 3. Equipment operating within 10 feet of high voltage lines will require the following 11 safety features 12 a. Insulating cage-type of guard about the boom or arm 13 b. Insulator links on the lift hook connections for back hoes or dippers 14 c. Equipment must meet the safety requirements as set forth by OSHA and the 15 safety requirements of the owner of the high voltage lines 16 4. Work within 6 feet of high voltage electric lines 17 a. Notification shall be given to: 18 1) The power company (example: ONCOR) 19 a) Maintain an accurate log of all such calls to Power Company and 20 record action taken in each case. 21 b. Coordination with Power Company 22 1) After notification coordinate with the power company to: 23 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 24 lower the lines 25 c. No personnel may work within 6 feet of a high voltage line before the above 26 requirements have been met. 27 C. Confined Space Entry Program 28 1. Provide and follow approved Confined Space Entry Program in accordance with 29 OSHA requirements. 30 2. Confined Spaces include: 31 a. Manholes 32 b. All other confined spaces in accordance with OSHA’s Permit Required for 33 Confined Spaces 34 D. Use of Explosives, Drop Weight, Etc. 35 1. When Contract Documents permit on the project the following will apply: 36 a. Public Notification 37 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 38 prior to commencing. 39 2) Minimum 24 hour public notification in accordance with Section 01 31 13 40 E. Water Department Coordination 41 1. During the construction of this project, it will be necessary to deactivate, for a 42 period of time, existing lines. The Contractor shall be required to coordinate with 43 the Water Department to determine the best times for deactivating and activating 44 those lines. 45 01 35 13 - 3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. Revised August, 30, 2013 2. Coordinate any event that will require connecting to or the operation of an existing 1 City water line system with the City’s representative. 2 a. Coordination shall be in accordance with Section 33 12 25. 3 b. If needed, obtain a hydrant water meter from the Water Department for use 4 during the life of named project. 5 c. In the event that a water valve on an existing live system be turned off and on 6 to accommodate the construction of the project is required, coordinate this 7 activity through the appropriate City representative. 8 1) Do not operate water line valves of existing water system. 9 a) Failure to comply will render the Contractor in violation of Texas Penal 10 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 11 will be prosecuted to the full extent of the law. 12 b) In addition, the Contractor will assume all liabilities and 13 responsibilities as a result of these actions. 14 F. Public Notification Prior to Beginning Construction 15 1. Prior to beginning construction on any block in the project, on a block by block 16 basis, prepare and deliver a notice or flyer of the pending construction to the front 17 door of each residence or business that will be impacted by construction. The notice 18 shall be prepared as follows: 19 a. Post notice or flyer 7 days prior to beginning any construction activity on each 20 block in the project area. 21 1) Prepare flyer on the Contractor’s letterhead and include the following 22 information: 23 a) Name of Project 24 b) City Project No (CPN) 25 c) Scope of Project (i.e. type of construction activity) 26 d) Actual construction duration within the block 27 e) Name of the contractor’s foreman and phone number 28 f) Name of the City’s inspector and phone number 29 g) City’s after-hours phone number 30 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 31 A. 32 3) Submit schedule showing the construction start and finish time for each 33 block of the project to the inspector. 34 4) Deliver flyer to the City Inspector for review prior to distribution. 35 b. No construction will be allowed to begin on any block until the flyer is 36 delivered to all residents of the block. 37 G. Public Notification of Temporary Water Service Interruption during Construction 38 1. In the event it becomes necessary to temporarily shut down water service to 39 residents or businesses during construction, prepare and deliver a notice or flyer of 40 the pending interruption to the front door of each affected resident. 41 2. Prepared notice as follows: 42 a. The notification or flyer shall be posted 24 hours prior to the temporary 43 interruption. 44 b. Prepare flyer on the contractor’s letterhead and include the following 45 information: 46 1) Name of the project 47 2) City Project Number 48 01 35 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. Revised August, 30, 2013 3) Date of the interruption of service 1 4) Period the interruption will take place 2 5) Name of the contractor’s foreman and phone number 3 6) Name of the City’s inspector and phone number 4 c. A sample of the temporary water service interruption notification is attached as 5 Exhibit B. 6 d. Deliver a copy of the temporary interruption notification to the City inspector 7 for review prior to being distributed. 8 e. No interruption of water service can occur until the flyer has been delivered to 9 all affected residents and businesses. 10 f. Electronic versions of the sample flyers can be obtained from the Project 11 Construction Inspector. 12 H. Coordination with United States Army Corps of Engineers (USACE) 13 1. At locations in the Project where construction activities occur in areas where 14 USACE permits are required, meet all requirements set forth in each designated 15 permit. 16 I. Coordination within Railroad Permit Areas 17 1. At locations in the project where construction activities occur in areas where 18 railroad permits are required, meet all requirements set forth in each designated 19 railroad permit. This includes, but is not limited to, provisions for: 20 a. Flagmen 21 b. Inspectors 22 c. Safety training 23 d. Additional insurance 24 e. Insurance certificates 25 f. Other employees required to protect the right-of-way and property of the 26 Railroad Company from damage arising out of and/or from the construction of 27 the project. Proper utility clearance procedures shall be used in accordance 28 with the permit guidelines. 29 2. Obtain any supplemental information needed to comply with the railroad’s 30 requirements. 31 J. 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 K. Employee Parking 36 1. Provide parking for employees at locations approved by the City. 37 01 35 13 - 5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. Revised August, 30, 2013 1.4 SUBMITTALS [NOT USED] 1 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.6 CLOSEOUT SUBMITTALS [NOT USED] 3 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.8 QUALITY ASSURANCE [NOT USED] 5 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.10 FIELD [SITE] CONDITIONS [NOT USED] 7 1.11 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.3.B – Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 13 01 35 13 - 6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. Revised August, 30, 2013 EXHIBIT A 1 (To be printed on Contractor’s Letterhead) 2 3 4 5 Date: 6 7 CPN No.: 8 Project Name: 9 Mapsco Location: 10 Limits of Construction: 11 12 13 14 15 16 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18 PROPERTY. 19 20 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21 OF THIS NOTICE. 22 23 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24 ISSUE, PLEASE CALL: 25 26 27 Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28 29 OR 30 31 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32 33 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34 35 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36 37 01 35 13 - 7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. Revised August, 30, 2013 EXHIBIT B 1 2 3 4 01 78 39 - 1 DAP Testing and Inspection Services Page 1 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 SECTION 01 45 23 1 TESTING AND INSPECTION SERVICES 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Testing and inspection services procedures and coordination 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various Items bid. 14 No separate payment will be allowed for this Item. 15 a. Contractor is responsible for performing, coordinating, and payment of all 16 Quality Control testing. 17 b. City is responsible for performing and payment for first set of Quality 18 Assurance testing. 19 1) If the first Quality Assurance test performed by the City fails, the 20 Contractor is responsible for payment of subsequent Quality Assurance 21 testing until a passing test occurs. 22 a) Final acceptance will not be issued by City until all required payments 23 for testing by Contractor have been paid in full. 24 1.3 REFERENCES [NOT USED] 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Testing 27 1. Complete testing in accordance with the Contract Documents. 28 2. Coordination 29 a. When testing is required to be performed by the City, notify City, sufficiently 30 in advance, when testing is needed. 31 b. When testing is required to be completed by the Contractor, notify City, 32 sufficiently in advance, that testing will be performed. 33 3. Distribution of Testing Reports 34 a. Electronic Distribution 35 1) Confirm development of Project directory for electronic submittals to be 36 uploaded to City’s Buzzsaw site, or another form of distribution approved 37 by the City. 38 39 40 01 78 39 - 2 DAP Testing and Inspection Services Page 2 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 1) Upload test reports to designated project directory and notify appropriate 1 City representatives via email of submittal posting. 2 2) Hard Copies 3 a) 1 copy for all submittals submitted to the Project Representative 4 b. Hard Copy Distribution (if required in lieu of electronic distribution) 5 1) Tests performed by City 6 a) Distribute 1 hard copy to the Contractor 7 2) Tests performed by the Contractor 8 a) Distribute 3 hard copies to City’s Project Representative 9 4. Provide City’s Project Representative with trip tickets for each delivered 10 load of Concrete or Lime material including the following information: 11 a. Name of pit 12 b. Date of delivery 13 c. Material delivered 14 B. Inspection 15 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 16 perform work in accordance with the Contract Documents. 17 1.5 SUBMITTALS [NOT USED] 18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 19 1.7 CLOSEOUT SUBMITTALS [NOT USED] 20 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21 1.9 QUALITY ASSURANCE [NOT USED] 22 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WARRANTY [NOT USED] 25 PART 2 - PRODUCTS [NOT USED] 26 PART 3 - EXECUTION [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 01 50 00- 1 DAP Temporary Facilities and Controls Page 1 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 SECTION 01 50 00 1 TEMPORARY FACILITIES AND CONTROLS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Provide temporary facilities and controls needed for the Work including, but not 6 necessarily limited to: 7 a. Temporary utilities 8 b. Sanitary facilities 9 c. Storage Sheds and Buildings 10 d. Dust control 11 e. Temporary fencing of the construction site 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 1 – 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. Temporary Utilities 24 1. Obtaining Temporary Service 25 a. Make arrangements with utility service companies for temporary services. 26 b. Abide by rules and regulations of utility service companies or authorities 27 having jurisdiction. 28 c. Be responsible for utility service costs until Work is approved for Final 29 Acceptance. 30 1) Included are fuel, power, light, heat and other utility services necessary for 31 execution, completion, testing and initial operation of Work. 32 2. Water 33 a. Contractor to provide water required for and in connection with Work to be 34 performed and for specified tests of piping, equipment, devices or other use as 35 required for the completion of the Work. 36 b. Provide and maintain adequate supply of potable water for domestic 37 consumption by Contractor personnel and City’s Project Representatives. 38 c. Coordination 39 1) Contact City 1 week before water for construction is desired 40 41 01 50 00- 2 DAP Temporary Facilities and Controls Page 2 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 d. Contractor Payment for Construction Water 1 1) Obtain construction water meter from City for payment as billed by City’s 2 established rates. 3 3. Electricity and Lighting 4 a. Provide and pay for electric powered service as required for Work, including 5 testing of Work. 6 Provide power for lighting, operation of equipment, or other use. 7 b. Electric power service includes temporary power service or generator to 8 maintain operations during scheduled shutdown. 9 4. Telephone 10 a. Provide emergency telephone service at Site for use by Contractor personnel 11 and others performing work or furnishing services at Site. 12 5. Temporary Heat and Ventilation 13 a. Provide temporary heat as necessary for protection or completion of Work. 14 b. Provide temporary heat and ventilation to assure safe working conditions. 15 B. Sanitary Facilities 16 1. Provide and maintain sanitary facilities for persons on Site. 17 a. Comply with regulations of State and local departments of health. 18 2. Enforce use of sanitary facilities by construction personnel at job site. 19 a. Enclose and anchor sanitary facilities. 20 b. No discharge will be allowed from these facilities. 21 c. Collect and store sewage and waste so as not to cause nuisance or health 22 problem. 23 d. Haul sewage and waste off-site at no less than weekly intervals and properly 24 dispose in accordance with applicable regulation. 25 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 26 4. Remove facilities at completion of Project 27 C. Storage Sheds and Buildings 28 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 29 above ground level for materials and equipment susceptible to weather damage. 30 2. Storage of materials not susceptible to weather damage may be on blocks off 31 ground. 32 3. Store materials in a neat and orderly manner. 33 a. Place materials and equipment to permit easy access for identification, 34 inspection and inventory. 35 4. Equip building with lockable doors and lighting, and provide electrical service for 36 equipment space heaters and heating or ventilation as necessary to provide storage 37 environments acceptable to specified manufacturers. 38 5. Fill and grade site for temporary structures to provide drainage away from 39 temporary and existing buildings. 40 6. Remove building from site prior to Final Acceptance. 41 D. Temporary Fencing 42 1. Provide and maintain for the duration or construction when required in contract 43 documents 44 E. Dust Control 45 01 50 00- 3 DAP Temporary Facilities and Controls Page 3 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 1. Contractor is responsible for maintaining dust control through the duration of the 1 project. 2 a. Contractor remains on-call at all times 3 b. Must respond in a timely manner 4 F. Temporary Protection of Construction 5 1. Contractor or subcontractors are responsible for protecting Work from damage due 6 to weather. 7 1.5 SUBMITTALS [NOT USED] 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2 - PRODUCTS [NOT USED] 16 PART 3 - EXECUTION [NOT USED] 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 INSTALLATION 21 A. Temporary Facilities 22 1. Maintain all temporary facilities for duration of construction activities as needed. 23 3.5 [REPAIR] / [RESTORATION] 24 3.6 RE-INSTALLATION 25 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 26 3.8 SYSTEM STARTUP [NOT USED] 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES 30 A. Temporary Facilities 31 32 33 34 01 50 00- 4 DAP Temporary Facilities and Controls Page 4 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 1. Remove all temporary facilities and restore area after completion of the Work, 1 to a condition equal to or better than prior to start of Work. 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] 5 END OF SECTION 6 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 01 78 39 - 1 DAP Street Use Permit and Modifications to Traffic Control Page 1 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECT City Project No. Revised April 7, 2014 SECTION 01 55 26 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Administrative procedures for: 6 a. Street Use Permit 7 b. Modification of approved traffic control 8 c. Removal of Street Signs 9 B. Deviations from this City of Fort Worth Standard Specification 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 34 71 13 – Traffic Control 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 20 A. Reference Standards 21 1. Reference standards cited in this specification refer to the current reference standard 22 published at the time of the latest revision date logged at the end of this 23 specification, unless a date is specifically cited. 24 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Traffic Control 27 1. General 28 a. When traffic control plans are included in the Drawings, provide Traffic 29 Control in accordance with Drawings and Section 34 71 13. 30 b. When traffic control plans are not included in the Drawings, prepare traffic 31 control plans in accordance with Section 34 71 13 and submit to City for 32 review. 33 1) Allow minimum 10 working days for review of proposed Traffic Control. 34 B. Street Use Permit 35 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 36 a. To obtain Street Use Permit, submit Traffic Control Plans to City 37 Transportation and Public Works Department. 38 39 40 01 78 39 - 2 DAP Street Use Permit and Modifications to Traffic Control Page 2 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECT City Project No. Revised April 7, 2014 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 11 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 1.11 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 37 38 01 78 39 - 3 DAP Street Use Permit and Modifications to Traffic Control Page 3 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECT City Project No. Revised April 7, 2014 Revision Log DATE NAME SUMMARY OF CHANGE 1 01 57 13 - 1 STORM WATER POLLUTION PREVENTION Page 1 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista City Project No. 102224 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 3. Section 31 25 00 – Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista City Project No. 102224 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista City Project No. 102224 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 78 39- 1 DAP Product Requirements Page 1 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPERAWARDED PROJECTS City Project No. Revised April 7, 2014 SECTION 01 60 00 1 PRODUCT REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. References for Product Requirements and City Standard Products List 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 12 1.3 REFERENCES [NOT USED] 13 1.4 ADMINISTRATIVE REQUIREMENTS 14 A. A list of City approved products for use is located on Buzzsaw as follows: 15 1. Resources\02 - Construction Documents\Standard Products List 16 B. Only products specifically included on City’s Standard Product List in these Contract 17 Documents shall be allowed for use on the Project. 18 1. Any subsequently approved products will only be allowed for use upon specific 19 approval by the City. 20 C. Any specific product requirements in the Contract Documents supersede similar 21 products included on the City’s Standard Product List. 22 The City reserves the right to not allow products to be used for certain projects even 23 though the product is listed on the City’s Standard Product List. 24 D. Although a specific product is included on City’s Standard Product List, not all 25 products from that manufacturer are approved for use, including but not limited to, that 26 manufacturer’s standard product. 27 E. See Section 01 33 00 for submittal requirements of Product Data included on City’s 28 Standard Product List. 29 1.5 SUBMITTALS [NOT USED] 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE [NOT USED] 34 35 36 01 78 39- 2 DAP Product Requirements Page 2 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPERAWARDED PROJECTS City Project No. Revised April 7, 2014 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City’s Standard Product List 4/7/2014 M.Domenech Revised for DAP application 8 01 66 00- 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 SECTION 01 66 00 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Scheduling of product delivery 6 2. Packaging of products for delivery 7 3. Protection of products against damage from: 8 a. Handling 9 b. Exposure to elements or harsh environments 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 [NOT USED] 22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23 1.7 CLOSEOUT SUBMITTALS [NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10 DELIVERY AND HANDLING 27 A. Delivery Requirements 28 1. Schedule delivery of products or equipment as required to allow timely installation 29 and to avoid prolonged storage. 30 2. Provide appropriate personnel and equipment to receive deliveries. 31 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 32 for personnel or equipment to receive the delivery. 33 34 35 36 01 66 00- 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 1 containers designed and constructed to protect the contents from physical or 2 environmental damage. 3 5. Clearly and fully mark and identify as to manufacturer, item and installation 4 location. 5 6. Provide manufacturer's instructions for storage and handling. 6 B. Handling Requirements 7 1. Handle products or equipment in accordance with these Contract Documents and 8 manufacturer’s recommendations and instructions. 9 C. Storage Requirements 10 1. Store materials in accordance with manufacturer’s recommendations and 11 requirements of these Specifications. 12 2. Make necessary provisions for safe storage of materials and equipment. 13 a. Place loose soil materials and materials to be incorporated into Work to prevent 14 damage to any part of Work or existing facilities and to maintain free access at 15 all times to all parts of Work and to utility service company installations in 16 vicinity of Work. 17 3. Keep materials and equipment neatly and compactly stored in locations that will 18 cause minimum inconvenience to other contractors, public travel, adjoining owners, 19 tenants and occupants. 20 a. Arrange storage to provide easy access for inspection. 21 4. Restrict storage to areas available on construction site for storage of material and 22 equipment as shown on Drawings, or approved by City’s Project Representative. 23 5. Provide off-site storage and protection when on-site storage is not adequate. 24 a. Provide addresses of and access to off-site storage locations for inspection by 25 City’s Project Representative. 26 6. Do not use lawns, grass plots or other private property for storage purposes without 27 written permission of owner or other person in possession or control of premises. 28 7. Store in manufacturers’ unopened containers. 29 8. Neatly, safely and compactly stack materials delivered and stored along line of 30 Work to avoid inconvenience and damage to property owners and general public 31 and maintain at least 3 feet from fire hydrant. 32 9. Keep public and private driveways and street crossings open. 33 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 34 satisfaction of City’s Project Representative. 35 a. Total length which materials may be distributed along route of construction at 36 one time is 1,000 linear feet, unless otherwise approved in writing by City’s 37 Project Representative. 38 01 66 00- 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS [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 3.4 ERECTION [NOT USED] 8 3.5 REPAIR / RESTORATION [NOT USED] 9 3.6 RE-INSTALLATION [NOT USED] 10 3.7 FIELD [OR] SITE QUALITY CONTROL 11 A. Tests and Inspections 12 1. Inspect all products or equipment delivered to the site prior to unloading. 13 B. Non-Conforming Work 14 1. Reject all products or equipment that are damaged, used or in any other way 15 unsatisfactory for use on the project. 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING [NOT USED] 18 3.10 CLEANING [NOT USED] 19 3.11 CLOSEOUT ACTIVITIES [NOT USED] 20 3.12 PROTECTION 21 A. Protect all products or equipment in accordance with manufacturer's written directions. 22 B. Store products or equipment in location to avoid physical damage to items while in 23 storage. 24 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 25 the manufacturer. 26 3.13 MAINTENANCE [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION 29 30 31 32 01 66 00- 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 1 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 2 01 74 23 - 1 DAP CLEANING Page 1 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 SECTION 01 74 23 1 CLEANING 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Intermediate and final cleaning for Work not including special cleaning of closed 6 systems specified elsewhere 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 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 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. Scheduling 20 1. Schedule cleaning operations so that dust and other contaminants disturbed by 21 cleaning process will not fall on newly painted surfaces. 22 2. Schedule final cleaning upon completion of Work and immediately prior to final 23 inspection. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 STORAGE, AND HANDLING 30 A. Storage and Handling Requirements 31 1. Store cleaning products and cleaning wastes in containers specifically designed for 32 those materials. 33 01 74 23 - 2 DAP CLEANING Page 2 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. Cleaning Agents 6 1. Compatible with surface being cleaned 7 2. New and uncontaminated 8 3. For manufactured surfaces 9 a. Material recommended by manufacturer 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION [NOT USED] 16 3.4 APPLICATION [NOT USED] 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING 23 A. General 24 1. Prevent accumulation of wastes that create hazardous conditions. 25 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 26 governing authorities. 27 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 28 storm or sanitary drains or sewers. 29 4. Dispose of degradable debris at an approved solid waste disposal site. 30 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 31 alternate manner approved by City and regulatory agencies. 32 33 34 35 36 01 74 23 - 3 DAP CLEANING Page 3 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 6. Handle materials in a controlled manner with as few handlings as possible. 1 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2 this project. 3 8. Remove all signs of temporary construction and activities incidental to construction 4 of required permanent Work. 5 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6 have the cleaning completed at the expense of the Contractor. 7 10. Do not burn on-site. 8 B. Intermediate Cleaning during Construction 9 1. Keep Work areas clean so as not to hinder health, safety or convenience of 10 personnel in existing facility operations. 11 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12 3. Confine construction debris daily in strategically located container(s): 13 a. Cover to prevent blowing by wind 14 b. Store debris away from construction or operational activities 15 c. Haul from site at a minimum of once per week 16 4. Vacuum clean interior areas when ready to receive finish painting. 17 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 18 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19 may become airborne or transported by flowing water during the storm. 20 C. Exterior (Site or Right of Way) Final Cleaning 21 1. Remove trash and debris containers from site. 22 a. Re-seed areas disturbed by location of trash and debris containers in accordance 23 with Section 32 92 13. 24 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 25 that may hinder or disrupt the flow of traffic along the roadway. 26 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 27 junction boxes and inlets. 28 4. If no longer required for maintenance of erosion facilities, and upon approval by 29 City, remove erosion control from site. 30 Clean signs, lights, signals, etc. 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE [NOT USED] 34 3.14 ATTACHMENTS [NOT USED] 35 36 37 38 39 40 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 END OF SECTION 1 2 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 3 01 77 19 - 1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 SECTION 01 77 19 1 CLOSEOUT REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. The procedure for closing out a contract 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 1. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various Items bid. 14 No separate payment will be allowed for this Item. 15 1.3 REFERENCES [NOT USED] 16 1.4 ADMINISTRATIVE REQUIREMENTS 17 A. Guarantees, Bonds and Affidavits 18 1. No application for final payment will be accepted until all guarantees, bonds, 19 certificates, licenses and affidavits required for Work or equipment as specified are 20 satisfactorily filed with the City. 21 B. Release of Liens or Claims 22 1. No application for final payment will be accepted until satisfactory evidence of 23 release of liens has been submitted to the City. 24 1.5 SUBMITTALS 25 A. Submit all required documentation to City’s Project Representative. 26 01 77 19 - 2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 PAT 2 - PRODUCTS [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 3.4 CLOSEOUT PROCEDURE 8 A. Prior to requesting Final Inspection, submit: 9 1. Project Record Documents in accordance with Section 01 78 39 10 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 11 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12 01 74 23. 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 make 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 4. Provide all special accessories required to place each item of equipment in full 28 operation. These special accessory items include, but are not limited to: 29 a. Specified spare parts 30 b. Adequate oil and grease as required for the first lubrication of the equipment 31 c. Initial fill up of all chemical tanks and fuel tanks 32 d. Light bulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation of all 37 equipment 38 D. Notice of Project Completion 39 40 01 77 19 - 3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 1. Once the City Project Representative finds the Work subsequent to Final Inspection 1 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 2 E. Supporting Documentation 3 1. Coordinate with the City Project Representative to complete the following 4 additional forms: 5 a. Final Payment Request 6 b. Statement of Contract Time 7 c. Affidavit of Payment and Release of Liens 8 d. Consent of Surety to Final Payment 9 e. Pipe Report (if required) 10 f. Contractor’s Evaluation of City 11 g. Performance Evaluation of Contractor 12 F. Letter of Final Acceptance 13 1. Upon review and acceptance of Notice of Project Completion and Supporting 14 Documentation, in accordance with General Conditions, City will issue Letter of 15 Final Acceptance and release the Final Payment Request for payment. 16 3.5 REPAIR / 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 28 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 29 01 78 23 - 1 Operation and Maintenance Data Page 1 of 5 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 SECTION 01 78 23 1 OPERATION AND MAINTENANCE DATA 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Product data and related information appropriate for City's maintenance and 6 operation of products furnished under Contract 7 2. Such products may include, but are not limited to: 8 a. Traffic Controllers 9 b. Irrigation Controllers (to be operated by the City) 10 c. Butterfly Valves 11 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 22 A. Schedule 23 1. Submit manuals in final form to the City within 30 calendar days of product 24 shipment to the project site. 25 1.5 SUBMITTALS 26 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 27 approved by the City prior to delivery. 28 1.6 INFORMATIONAL SUBMITTALS 29 A. Submittal Form 30 1. Prepare data in form of an instructional manual for use by City personnel. 31 2. Format 32 a. Size: 8 ½ inches x 11 inches 33 b. Paper 34 1) 40 pound minimum, white, for typed pages 35 2) Holes reinforced with plastic, cloth or metal 36 c. Text: Manufacturer’s printed data, or neatly typewritten 37 38 39 01 78 23 - 2 Operation and Maintenance Data Page 2 of 5 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 d. Drawings 1 1) Provide reinforced punched binder tab, bind in with text 2 2) Reduce larger drawings and fold to size of text pages. 3 e. Provide fly-leaf for each separate product, or each piece of operating 4 equipment. 5 1) Provide typed description of product, and major component parts of 6 equipment. 7 2) Provide indexed tabs. 8 f. Cover 9 1) Identify each volume with typed or printed title "OPERATING AND 10 MAINTENANCE INSTRUCTIONS". 11 2) List: 12 a) Title of Project 13 b) Identity of separate structure as applicable 14 c) Identity of general subject matter covered in the manual 15 3. Binders 16 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 17 b. When multiple binders are used, correlate the data into related consistent 18 groupings. 19 4. If available, provide an electronic form of the O&M Manual. 20 B. Manual Content 21 1. Neatly typewritten table of contents for each volume, arranged in systematic order 22 a. Contractor, name of responsible principal, address and telephone number 23 b. A list of each product required to be included, indexed to content of the volume 24 c. List, with each product: 25 1) The name, address and telephone number of the subcontractor or installer 26 2) A list of each product required to be included, indexed to content of the 27 volume 28 3) Identify area of responsibility of each 29 4) Local source of supply for parts and replacement 30 d. Identify each product by product name and other identifying symbols as set 31 forth in Contract Documents. 32 2. Product Data 33 a. Include only those sheets which are pertinent to the specific product. 34 b. Annotate each sheet to: 35 1) Clearly identify specific product or part installed 36 2) Clearly identify data applicable to installation 37 3) Delete references to inapplicable information 38 3. Drawings 39 a. Supplement product data with drawings as necessary to clearly illustrate: 40 1) Relations of component parts of equipment and systems 41 2) Control and flow diagrams 42 b. Coordinate drawings with information in Project Record Documents to assure 43 correct illustration of completed installation. 44 c. Do not use Project Record Drawings as maintenance drawings. 45 4. Written text, as required to supplement product data for the particular installation: 46 a. Organize in consistent format under separate headings for different procedures. 47 b. Provide logical sequence of instructions of each procedure. 48 01 78 23 - 3 Operation and Maintenance Data Page 3 of 5 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 5. Copy of each warranty, bond and service contract issued 1 a. Provide information sheet for City personnel giving: 2 1) Proper procedures in event of failure 3 2) Instances which might affect validity of warranties or bonds 4 C. Manual for Materials and Finishes 5 1. Submit 5 copies of complete manual in final form. 6 2. Content, for architectural products, applied materials and finishes: 7 a. Manufacturer's data, giving full information on products 8 1) Catalog number, size, composition 9 2) Color and texture designations 10 3) Information required for reordering special manufactured products 11 b. Instructions for care and maintenance 12 1) Manufacturer's recommendation for types of cleaning agents and methods 13 2) Cautions against cleaning agents and methods which are detrimental to 14 product 15 3) Recommended schedule for cleaning and maintenance 16 3. Content, for moisture protection and weather exposure products: 17 a. Manufacturer's data, giving full information on products 18 1) Applicable standards 19 2) Chemical composition 20 3) Details of installation 21 b. Instructions for inspection, maintenance and repair 22 D. Manual for Equipment and Systems 23 1. Submit 5 copies of complete manual in final form. 24 2. Content, for each unit of equipment and system, as appropriate: 25 a. Description of unit and component parts 26 1) Function, normal operating characteristics and limiting conditions 27 2) Performance curves, engineering data and tests 28 3) Complete nomenclature and commercial number of replaceable parts 29 b. Operating procedures 30 1) Start-up, break-in, routine and normal operating instructions 31 2) Regulation, control, stopping, shut-down and emergency instructions 32 3) Summer and winter operating instructions 33 4) Special operating instructions 34 c. Maintenance procedures 35 1) Routine operations 36 2) Guide to "trouble shooting" 37 3) Disassembly, repair and reassembly 38 4) Alignment, adjusting and checking 39 d. Servicing and lubrication schedule 40 1) List of lubricants required 41 e. Manufacturer's printed operating and maintenance instructions 42 f. Description of sequence of operation by control manufacturer 43 1) Predicted life of parts subject to wear 44 2) Items recommended to be stocked as spare parts 45 g. As installed control diagrams by controls manufacturer 46 h. Each contractor's coordination drawings 47 1) As installed color coded piping diagrams 48 01 78 23 - 4 Operation and Maintenance Data Page 4 of 5 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 i. Charts of valve tag numbers, with location and function of each valve 1 j. List of original manufacturer's spare parts, manufacturer's current prices, and 2 recommended quantities to be maintained in storage 3 k. Other data as required under pertinent Sections of Specifications 4 3. Content, for each electric and electronic system, as appropriate: 5 a. Description of system and component parts 6 1) Function, normal operating characteristics, and limiting conditions 7 2) Performance curves, engineering data and tests 8 3) Complete nomenclature and commercial number of replaceable parts 9 b. Circuit directories of panelboards 10 1) Electrical service 11 2) Controls 12 3) Communications 13 c. As installed color coded wiring diagrams 14 d. Operating procedures 15 1) Routine and normal operating instructions 16 2) Sequences required 17 3) Special operating instructions 18 e. Maintenance procedures 19 1) Routine operations 20 2) Guide to "trouble shooting" 21 3) Disassembly, repair and reassembly 22 4) Adjustment and checking 23 f. Manufacturer's printed operating and maintenance instructions 24 g. List of original manufacturer's spare parts, manufacturer's current prices, and 25 recommended quantities to be maintained in storage 26 h. Other data as required under pertinent Sections of Specifications 27 4. Prepare and include additional data when the need for such data becomes apparent 28 during instruction of City's personnel. 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE 32 A. Provide operation and maintenance data by personnel with the following criteria: 33 1. Trained and experienced in maintenance and operation of described products 34 2. Skilled as technical writer to the extent required to communicate essential data 35 3. Skilled as draftsman competent to prepare required drawings 36 37 01 78 23 - 5 Operation and Maintenance Data Page 5 of 5 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. Revised April 7, 2014 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 – title of section removed 4/7/2014 M.Domenech Revised for DAP Application 8 02 41 13 - 1 SELECTIVE SITE DEMOLITION Page 1 of 5 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. Revised December 20, 2012 SECTION 02 41 13 1 SELECTIVE SITE DEMOLITION 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Removing sidewalks and steps 6 2. Removing ADA ramps and landings 7 3. Removing driveways 8 4. Removing fences 9 5. Removing guardrail 10 6. Removing retaining walls (less than 4 feet tall) 11 7. Removing mailboxes 12 8. Removing rip rap 13 9. Removing miscellaneous concrete structures including porches and foundations 14 10. Disposal of removed materials 15 B. Deviations this from 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 19 Contract 20 2. Division 1 – General Requirements 21 3. Section 31 23 23 – Borrow 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Measurement 25 a. Remove Sidewalk: Measure by square foot. 26 b. Remove Steps: measure by the square foot as seen in the plan view only. 27 c. Remove ADA Ramp: measure by each. 28 d. Remove Driveway: measure by the square foot by type. 29 e. Remove Fence: measure by the linear foot. 30 f. Remove Guardrail: measure by the linear foot along the face of the rail in place 31 including metal beam guard fence transitions and single guard rail terminal 32 sections from the center of end posts. 33 g. Remove Retaining Wall (less than 4 feet tall): measure by the linear foot 34 h. Remove Mailbox: measure by each. 35 i. Remove Rip Rap: measure by the square foot. 36 j. Remove Miscellaneous Concrete Structure: measure by the lump sum. 37 2. Payment 38 02 41 13 - 2 SELECTIVE SITE DEMOLITION Page 2 of 5 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. Revised December 20, 2012 a. Remove Sidewalk: full compensation for saw cutting, removal, hauling, 1 disposal, tools, equipment, labor and incidentals needed to execute work. 2 Sidewalk adjacent to or attached to retaining wall (including sidewalk that acts 3 as a wall footing) shall be paid as sidewalk removal. For utility projects, this 4 Item shall be considered subsidiary to the trench and no other compensation 5 will be allowed. 6 b. Remove Steps: full compensation for saw cutting, removal, hauling, disposal, 7 tools, equipment, labor and incidentals needed to execute work. For utility 8 projects, this Item shall be considered subsidiary to the trench and no other 9 compensation will be allowed. 10 c. Remove ADA Ramp and landing: full compensation for saw cutting, removal, 11 hauling, disposal, tools, equipment, labor and incidentals needed to execute 12 work. Work includes ramp landing removal. For utility projects, this Item shall 13 be considered subsidiary to the trench and no other compensation will be 14 allowed. 15 d. Remove Driveway: full compensation for saw cutting, removal, hauling, 16 disposal, tools, equipment, labor and incidentals needed to remove improved 17 driveway by type. For utility projects, this Item shall be considered subsidiary 18 to the trench and no other compensation will be allowed. 19 e. Remove Fence: full compensation for removal, hauling, disposal, tools, 20 equipment, labor and incidentals needed to remove fence. For utility projects, 21 this Item shall be considered subsidiary to the trench and no other 22 compensation will be allowed. 23 f. Remove Guardrail: full compensation for removing materials, loading, hauling, 24 unloading, and storing or disposal; furnishing backfill material; backfilling the 25 postholes; and equipment, labor, tools, and incidentals. For utility projects, this 26 Item shall be considered subsidiary to the trench and no other compensation 27 will be allowed. 28 g. Remove Retaining Wall (less than 4 feet tall): full compensation for saw 29 cutting, removal, hauling, disposal, tools, equipment, labor and incidentals 30 needed to execute work. Sidewalk adjacent to or attached to retaining wall 31 (including sidewalk that acts as a wall footing) shall be paid as sidewalk 32 removal. For utility projects, this Item shall be considered subsidiary to the 33 trench and no other compensation will be allowed. 34 h. Remove Mailbox: full compensation for removal, hauling, disposal, tools, 35 equipment, labor and incidentals needed to execute work. For utility projects, 36 this Item shall be considered subsidiary to the trench and no other 37 compensation will be allowed. 38 i. Remove Rip Rap: full compensation for saw cutting, removal, hauling, 39 disposal, tools, equipment, labor and incidentals needed to execute work. For 40 utility projects, this Item shall be considered subsidiary to the trench and no 41 other compensation will be allowed. 42 j. Remove Miscellaneous Concrete Structure: full compensation for saw cutting, 43 removal, hauling, disposal, tools, equipment, labor and incidentals needed to 44 execute work. For utility projects, this Item shall be considered subsidiary to 45 the trench and no other compensation will be allowed. 46 1.3 REFERENCES 47 A. Definitions 48 02 41 13 - 3 SELECTIVE SITE DEMOLITION Page 3 of 5 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. Revised December 20, 2012 1. Improved Driveway: Driveway constructed of concrete, asphalt paving or brick unit 1 pavers. 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 SUBMITTALS [NOT USED] 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS 12 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 13 2.2 MATERIALS 14 A. Fill Material: See Section 31 23 23. 15 2.3 ACCESSORIES [NOT USED] 16 2.4 SOURCE QUALITY CONTROL [NOT USED] 17 PART 3 - EXECUTION 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 REMOVAL 22 A. Remove Sidewalk 23 1. Remove sidewalk to nearest existing dummy, expansion or construction joint. 24 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 25 B. Remove Steps 26 1. Remove step to nearest existing dummy, expansion or construction joint. 27 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 28 C. Remove ADA Ramp 29 1. Sawcut existing curb and gutter and pavement prior to wheel chair ramp removal. 30 See 3.4.K. 31 2. Remove ramp to nearest existing dummy, expansion or construction joint on 32 existing sidewalk. 33 D. Remove Driveway 34 02 41 13 - 4 SELECTIVE SITE DEMOLITION Page 4 of 5 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. Revised December 20, 2012 1. Sawcut existing drive, curb and gutter and pavement prior to drive removal. See 1 3.4.K. 2 2. Remove drive to nearest existing dummy, expansion or construction joint. 3 3. Sawcut when removing to nearest joint is not practical. See 3.4.K. 4 4. Remove adjacent sidewalk to nearest existing dummy, expansion or construction 5 joint on existing sidewalk. 6 E. Remove Fence 7 1. Remove all fence components above and below ground and backfill with acceptable 8 fill material. 9 2. Use caution in removing and salvaging fence materials. 10 3. Salvaged materials may be used to reconstruct fence as approved by City or as 11 shown on Drawings. 12 4. Contractor responsible for keeping animals (livestock, pets, etc.) within the fenced 13 areas during construction operation and while removing fences. 14 F. Remove Guardrail 15 1. Remove rail elements in original lengths. 16 2. Remove fittings from the posts and the metal rail and then pull the posts. 17 3. Do not mar or damage salvageable materials during removal. 18 4. Completely remove posts and any concrete surrounding the posts. 19 5. Furnish backfill material and backfill the hole with material equal in composition 20 and density to the surrounding soil unless otherwise directed. 21 6. Cut off or bend down eyebolts anchored to the dead man to an elevation at least 1-22 foot below the new subgrade elevation and leave in place along with the dead man. 23 G. Remove Retaining Wall (less than 4 feet tall) 24 1. Remove wall to nearest existing joint. 25 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 26 3. Removal includes all components of the retaining wall including footings. 27 4. Sidewalk adjacent to or attached to retaining wall: See 3.4.A 28 H. Remove Mailbox 29 1. Salvage existing materials for reuse. Mailbox materials may need to be used for 30 reconstruction. 31 I. Remove Rip Rap 32 1. Remove rip rap to nearest existing dummy, expansion or construction joint. 33 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 34 J. Remove Miscellaneous Concrete Structure 35 1. Remove portions of miscellaneous concrete structures including foundations and 36 slabs that do not interfere with proposed construction to 2 feet below the finished 37 ground line. 38 2. Cut reinforcement close to the portion of the concrete to remain in place. 39 3. Break or perforate the bottom of structures to remain to prevent the entrapment of 40 water. 41 02 41 13 - 5 SELECTIVE SITE DEMOLITION Page 5 of 5 CITY OF FORT WORTH Wtr, Sewer, Storm, Paving, & Lighting Improvements – Prairie Vista STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. Revised December 20, 2012 K. Sawcut 1 1. Sawing Equipment 2 a. Power-driven 3 b. Manufactured for the purpose of sawing pavement 4 c. In good operating condition 5 d. Shall not spall or fracture the pavement to the removal area 6 2. Sawcut perpendicular to the surface completely through existing pavement. 7 3.5 REPAIR [NOT USED] 8 3.6 RE-INSTALLATION [NOT USED] 9 3.7 SITE QUALITY CONTROL [NOT USED] 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] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 19 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A.2. Modified Payment - Items will be subsidiary to trench on utility projects 20 32 14 16 - 2 BRICK UNIT PAVING Page 2 of 9 SECTION 32 14 16 BRICK UNIT PAVING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. All labor, materials and equipment necessary to install brick pavers, set in mortar on reinforced concrete base for: a. New brick paving b. Brick paving repair B. Deviations from this City of Fort Worth Standard Specification 1. Material: a. 80 mm Concrete Pavers in cobblestone pattern. Carriage stone with dark brown color. b. Colored Concrete Paving. Autumn beige color with medium sand blast finish. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 3. Section 32 13 13 - Concrete Paving 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Brick Paving a. Measurement 1) Measurement for this Item shall be by the square yard of Brick Paving. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price bid per square yard of Brick Paving completed and accepted in its final position per Drawings. c. The price bid shall include: 1) Sample panels 2) Shaping and fine grading the roadbed 3) Furnishing and applying all water required 4) Furnishing, loading and unloading, storing, hauling, handling, mixing, placing, finishing and curing all concrete ingredients for concrete base material 5) Furnishing and installing all reinforcing steel for concrete base 6) Furnishing, mixing and placing all setting materials including mortar setting bed, wet mortar joint filler and high bond mortar mix 7) Furnishing and setting all brick unit pavers 8) Sealing joints 2. Brick Paving Repair a. Measurement 1) Measurement for this Item shall be by the square yard of Brick Paving Repaired. 32 14 16 - 3 BRICK UNIT PAVING Page 2 of 9 b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price bid per square yard of Brick Paving Repair completed and accepted in its final position per Drawings. c. The price bid shall include: 1) Sample panels 2) Shaping and fine grading the roadbed 3) Furnishing and applying all water required 4) Furnishing, loading and unloading, storing, hauling, handling, mixing, placing, finishing and curing all concrete ingredients for concrete base material 5) Furnishing and installing all reinforcing steel for concrete base 6) Furnishing, mixing and placing all setting materials including mortar setting bed, wet mortar joint filler and high bond mortar mix 7) Furnishing and setting all brick unit pavers 8) Sealing joints 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM International (ASTM): a. C67, Test Methods of Sampling and Testing Brick and Structural Clay Tile b. C144, Aggregate for Masonry Mortar c. C150, Portland Cement d. C207, Specification for Hydrated Lime for Masonry Purposes e. C902, Specification for Pedestrian and Light Traffic Paving Brick f. C1602, Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete 3. The Brick Industry Association, Technical Notes a. No. 1, Cold and Hot Weather Construction 1.4 ADMINISTRATIVE REQUIREMENTS A. Permitting 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation and Public Works Department in conformance with current ordinances. 2. Transportation and Public Works Department will inspect paving repair after construction. 1.5 SUBMITTALS A. Product Data: Submit manufacturer’s technical data for each manufactured product, including certification that each product complies with specified requirements. B. Samples 1. For material verification purposes submit the following: a. Manufacturer’s testing certification conforming to ASTM C67 testing methods for: 32 14 16 - 3 BRICK UNIT PAVING Page 3 of 9 1) Compressive strength, pounds per square inch 2) Absorption, 5 hour submersion in cold water 3) Absorption, 24 hour submersion in cold water 4) Maximum saturation coefficient 5) Initial rate of absorption (suction) 6) Abrasion index 7) Freeze-thaw 8) Efflorescence b. Masonry paving unit samples for each type of masonry paving required. Include in each set the full range of exposed color and texture to be expected in the completed work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Installer: Brick paver and any subcontractors shall have experience in brick paving and their previous work will be reviewed by the City prior to start of work. B. Sample Panel: Prior to installation of masonry paving work, fabricate sample panel using materials, pattern and joint treatment indicated for project work, including special features for expansion joints and contiguous work. 1. Include color range, size, texture, bond, expansion jointing, pattern, finish, and workmanship. 2. Make 6 feet x 6 feet minimum. 3. Provide range of color, texture and workmanship to be expected in the completed work. 4. Sample panel shall be inspected by the City. If the sample is not acceptable, construct additional panels at no cost to the City until an acceptable panel is constructed. 5. Obtain City’s acceptance of visual qualities of the panel before start of masonry paving work. 6. Maintain the sample panel as the standard of minimal quality for approval of all proposed brick pavement work required for the project. Locate sample panel near the pavement work to facilitate comparison 7. Do not change source of brands for masonry units, setting materials, or grout during progress of work. 8. Remove sample panel from the site at completion of project. 1.10 DELIVERY, STORAGE, AND HANDLING A. Delivery: Brick pavers and associated installation materials shall be delivered to the job adequately protected from damage during transit. 1. Brick pavers shall be carefully packed by the supplier for shipment with name of manufacturer and identification of contents. 2. Pavers damaged in any manner will be rejected and replaced with new materials at no additional cost to the City. 32 14 16 - 4 BRICK UNIT PAVING Page 4 of 9 B. Storage: Protect grout and mortar materials during storage and construction against wetting by rain, snow or ground water and against soilage or intermixture with earth or other types of materials. 1. Protect grout and mortar materials from deterioration by moisture and temperature. 2. Store in a dry location or in waterproof container. 3. Keep containers tightly closed and away from open flame. Protect liquid components from freezing. 1.11 FIELD CONDITIONS A. Ambient Conditions 1. Normal construction: temperatures between 40 degrees and 100 degrees. 2. Cold Weather Construction: temperatures below 40 degrees a. Comply with requirements for masonry construction in cold weather from the BIA Technical Notes on Brick Construction, No. 1, Cold and Hot Weather Construction, Table No. 1 as summarized in the following table: 32 14 16 - 5 BRICK UNIT PAVING Page 5 of 9 Temperature1 Preparation Requirements (Prior to Work) Construction Requirements (Work in Progress) Protection Requirements (After Masonry is Placed) 40 degrees F to 32 degrees F Do not lay masonry units having either a temperature below 20 degrees F or containing frozen moisture, visible ice, or snow on their surface. Remove visible ice and snow from top surface of existing foundations and masonry to receive new construction. Heat these surfaces above freezing, using methods that do not result in damage. Heat mixing water or sand to produce mortar between 40 degrees F and 120 degrees F. Do not heat water or aggregates used in mortar or grout above 140 degrees F. Heat grout materials when their temperature is below 32 degrees F. Completely cover newly constructed masonry with a weather-resistive membrane for 24 hr after construction. 32 degrees F to 25 degrees F Comply with cold weather requirements above. Comply with cold weather requirements above. Maintain mortar temperature above freezing until used in masonry. Heat grout materials so grout is at a temperature between 70 degrees F and 120 degrees F during mixing and placed at a temperature above 70 degrees F. Comply with cold weather requirements above. 25 degrees F to 20 degrees F Comply with cold weather requirements above. Comply with cold weather requirements above. Heat masonry surfaces under construction to 40 degrees F and use wind breaks or enclosures when the wind velocity exceeds 15 mph. Heat masonry to a minimum of 40 degrees F prior to grouting. Completely cover newly constructed masonry with weather-resistive insulating blankets or equal protection for 24 hr after completion of work. Extend time period to 48 hr for grouted masonry, unless the only cement in the grout is Type III Portland cement. 20 degrees F and below Comply with cold weather requirements above. Comply with cold weather requirements above. Maintain newly constructed masonry temperature above 32 degrees F for at least 24 hr after being completed by using heated enclosures, electric heating blankets, infrared lamps, or other acceptable methods. Extend time period to 48 hr for grouted masonry, unless the only cement in the grout is Type III Portland cement. 1. Preparation and Construction requirements are based on ambient temperatures. Protection requirements, after masonry is placed, are based on mean daily temperatures. 32 14 16 - 6 BRICK UNIT PAVING Page 6 of 9 3. Hot Weather Construction: temperatures above 100 degrees a. Comply with requirements for masonry construction in hot weather from the BIA Technical Notes on Brick Construction, No 1., Cold and Hot Weather Construction, Table No. 1 as summarized in the following table: Temperature1 Preparation Requirements (Prior to Work) Construction Requirements (Work in Progress) Protection Requirements (After Masonry is Placed) Above 115 degrees F or 105 degrees F with a wind velocity over 8 mph Shade materials and mixing equipment from direct sunlight. Comply with hot weather requirements below. Use cool mixing water for mortar and grout. Ice must be melted or removed before water is added to other mortar or grout materials. Comply with hot weather requirements below. Comply with hot weather requirements below. Above 100 degrees F or 90 degrees F with 8 mph wind Provide necessary conditions and equipment to produce mortar having a temperature below 120 degrees F. Maintain sand piles in a damp, loose condition. Maintain mortar and grout at a temperature below 120 degrees F. Flush mixer, mortar transport container, and mortar boards with cool water before they come into contact with mortar ingredients or mortar. Maintain mortar consistency by retempering with cool water. Use mortar within 2 hr of initial mixing. Fog spray newly constructed masonry until damp, at least 3 times a day until the masonry is 3 days old. 1. Preparation and Construction requirements are based on ambient temperatures. Protection requirements, after masonry is placed, are based on mean daily temperatures. 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS A. Rigid Concrete Base: See Section 32 13 13. B. Reinforcing Steel: Section 32 13 13 C. Paving Brick for Heavy Vehicular Traffic: Standard Solid (uncored) Paving Brick of modular size, 2-1/4 inches x 3-5/8 inches x 7-5/8 inches except as indicated, as per ASTM C1272, Type R, Application PX. D. Setting Materials 1. The mortar setting bed shall consist of: a. 1 part Portland cement - ASTM C150, Type 1 b. 1/4 part hydrated lime by volume - ASTM C207, Type 5 32 14 16 - 7 BRICK UNIT PAVING Page 7 of 9 c. 3 parts damp sand - ASTM C144 (for high-bond mortar, gradation in accordance with additive manufacturer’s recommendations). d. Add water to obtain stiff mix - ASTM C1602. 2. The wet mortar joint filler shall consist of: a. 1 part Portland cement - ASTM C150, Type l b. 3 parts dry sand - ASTM C144. c. Add water to obtain a wet mix - ASTM C1602 3. High bond mortar mix shall consist of: a. 1 sack Portland cement - ASTM C150, Type l b. 50 pounds workability additive - “A” Marble Dust by Armco Steel Corporation, Piqua Quarries, or Ute Dolomite Limestone by U.S. Lime Division of Flintkote Corporation, or Micro Fill No. 2 by Pure Stone Company, Marble Falls, Texas or approved equal c. 3-1/4 cubic feet of sand - ASTM C144 d. 4 gallons of high bond additive -Sarabond Liquid Mortar Additive by the Dow Chemical Corporation or approved equal e. Mix with water in accordance with High Bond Additive manufacturer’s recommendations. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Place 8-inch reinforced concrete base under proposed brick pavement. 1. Concrete base: See Section 32 13 13. a. Design concrete mix design for a minimum compressive strength of 3,000 pounds per square inch at the age of 2 days for either type I or type III cement 2. Reinforcing Steel: Section 32 13 13 a. No. 4 bars at 18 inches on center both directions 3. Keep concrete surfaces to receive pavers dry, clean, free of oily or waxy films and level. 4. Verify gradients and elevations of base are as indicated on Drawings. B. Protect adjacent finished surfaces from soiling, staining, and other damage during construction. Clean and restore any damage or stains to adjacent surfaces to equal or better than original condition. C. Spread and screed setting bed mixture to a true plane and limit bed mixture to an amount that can be covered with pavers before initial set. D. Set pavers in the patterns shown in the field with uniform tight joints (1/4-inch). 32 14 16 - 8 BRICK UNIT PAVING Page 8 of 9 E. Do not use pavers with chips, cracks, or voids. F. Set paver in 1-inch layer of neat cement paste over setting bed. G. Tolerances: Tolerances shall be checked continuously as work progresses so that nonconforming areas can be corrected before mortar sets. 1. Alignment tolerances: maximum 1/4 inch in 20 feet; 1/2 inch in 40 feet 2. Surface tolerance: maximum plus or minus 1/8 inch in 8 feet noncumulative 3. Alignment and surface tolerances will be checked and enforced. The Contractor shall make provisions that brick pavers can meet these tolerances as they are supplied. Imperfections in the brick dimensions and surfaces will not constitute as reasons to accept inferior paving and the work will be rejected. H. Tamp pavers into full contact with the mortar bed to a level plane. Do not set large areas of pavers for later leveling. I. After pavers are set and cleaned free of mortar, fill joints with mortar, completely filling voids. J. Remove excess dry joint filler mixture and fog surface with fine water spray. K. Cut pavers with motor driven masonry saw with a sharp diamond blade. Exposed broken edges will not be allowed. L. A 7 day damp cure is required. Employ barricades to restrict traffic during the 7 day cure period. After the 7 day damp cure period, clean the surface with stiff brush and brick manufacturer’s recommended cleaning solution in increments not exceeding 100 square feet, leaving surface clean and free of mortar and grout stains. M. At the end of each day, spray paved areas with a fine mist of water. Fill joints within 3 days after the pavers are set. Spray paved areas until the joints are filled. N. Sweep and keep brick surfaces clean at all times in order to avoid penetration of cement into the brick surface. 3.5 REPAIR A. General 1. Remove and replace masonry paving units as directed by the City that are loose, chipped, broken, stained or otherwise damaged, or if units do not match adjoining units as intended. 2. Provide new units to match adjoining units and install in same manner as original units, with same joint treatment to eliminate evidence of replacement. 3. Pointing: during tooling of joints, enlarge voids or holes and completely fill with mortar or grout. Point-up joints at sealant type joints to provide a neat, uniform appearance, properly prepared to application of sealant. 4. Cleaning: Remove excess mortar/grout from exposed brick surfaces, wash and scrub clean. 5. Protect masonry paving installations from deterioration, discoloration or damage during subsequent constructions and until acceptance of work, in compliance with recommendations of installer and paving unit manufacturer. B. Trench Repair 1. Preparation 32 14 16 - 9 BRICK UNIT PAVING Page 9 of 9 a. Replace a continuous section if multiple repairs are closer than 10 feet apart from edge of one repair to the edge of a second repair. b. Surface Preparation: mark pavement cut repairs for approval by the CITY. 2. Removal 1) Use care in removing brick pavers to be repaired to prevent damage to brick pavers adjacent to the repair area. 3. Installation: See Article 3.4. 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 3.4.A. Modified information to match City of Fort Worth Standard Detail Description of a 15' Water Easement BEING a tract of land Situated in the Wm. McCowen Survey, Abstract Number 999, Tarrant County, Texas and being a portion of Lot 3A-R2-2, Block A, Alliance Town Center, an addition to the City of Fort Worth recorded in Instrument Number D215216765, County Records, Tarrant County, Texas and being more particularly described by metes and bounds as follows: COMMENCING at a 5/8 inch iron rod with yellow cap found at an ell corner of said Lot 3A- R2-2, being the southeast corner of Lot 5A-R2-3, Block A, Alliance Town Center, an addition to the City of Fort Worth recorded in Instrument Number D215216765 said County Records, from which a 5/8 inch iron rod with plastic cap stamped "JACOBS" bears N 00°22'36"W, 274.13 feet; THENCE S 71 °47' 16"E, 102.41 feet, over and across said Lot 3A-R2-2 to the east line of a Water Easement recorded in Instrument Number D208179465 for the POINT OF BEGINNING; THENCE N 44043' 17"E, 21.12 feet, with said east line; THENCE S 00032' 12"E, 168.54 feet, departing said east line; THENCE S 89027'48"W, 15.00 feet; THENCE N 00032' 12"W, 153.67 feet to the Point of Beginning and containing 2,417 square feet or 0.056 acres of land more or less. "Integral parts of this document" 1. Description 2. Exhibit Peloton Job No. HWA19022 Tracking No. ACF# 7541 ATCS July 08, 2019 G:\JOB\HWA19022_PRAIRIE_VISTA\MASTER DEV\ SURVEY\EASEMENTS\LEGALS\HWA19022_EAI.DOCX Pagel of 2 -H Basis of Bearing is the Texas Coordinate System North Central Zone 4202, NAD 83 IRF = Iron Rod Found X-cut ----------------- — 0 100 200 o � � 0 GRAPHIC SCALE IN FEET 0 �J C� I "Integral parts of this document'' q I 1. Description ° IRF IRF 2. Exhibit Q� \Q w° CO N� LOT 3A-R2-2, BLOCK A ALLIANCE TOWN CENTER INST.* D215216765 Lot 5A-R2-3, Block A N I C.R. T.C.T. Alliance Town Center o lnst.* D215216765 I I C.R.T.C.T. I I Public Access Esmt. Inst." D209265997 C.R.T.C.T. (Foint of I Beginning I N 4 4 °' 4 3' 17 " E Pointof IRF 21` 12' 1 f .9 Commencin s , — Water Esmt. �02� 6E �' / PublicAccess Esmt. Water Esmt. i Inst.` D213195182 lnst.• D212260504 Inst." D208179465 �� I ' C.R.T.C.T. --- C.R.T.C.T. — C.R.T.C.T. r �!/��_ ---�-- ---------------- — — — — — — ----------L7---------------I I Public Access Esmt. N — Ic y /--r— \-- I I----- — —ln—st.• — D20-926— 599— 7 /�C Water & SeweEsmt. C.R.T.C.T. O�Inst.D2122697427L--C.R.T.C.T. Esmt. lnst.* D212258240 WateEsmt. —1 C.R.T.C.T. — — —_____ Inst.s D212258238 / L — — — — — — — — — — — — — — — — — - CR.T.C.T. -------- Public Access Esmt. I S 8 9° 2 7' 4 8" W --------- lnst.• D213/95182 % � I C.R.T.C.T. 15 . 00' / I I ` Access Esmt. o / I lnst." D213300996 t' - - - - - - - - - - _ / y C.R.T.C.T. F �'�•�o% S T EH�•••tS� O :�• �S: r— TOD(7 A •BRIDGES• � rt9 �••.......• ��@ �• �o SuavE P E LOTO N ' I LAND SOLUTIONS 9800 HILLWOOD PARKWAY, SUITE 250 FORT WORTH, TEXAS 76177 PH.# 817-562-3350 \JOB\HWA19022_Prairie_Vista\Master Dev\_Si Exhibit of a 15'Water Easement Situated in the Wm. McCowen Survey, Abstract Number 999, City of Fort Worth, Tarrant County, Texas. ACF# 7541 I JOB # HWA19022 vey\Easements\HWA19( an DRAWN BY: D. Freemon (CHECKED BY: T. Bridges I DATE: 07-02-19 1PAGE # 2 of 2 REPORT COVER PAGE Geotechnical Engineering Report __________________________________________________________________________ Prairie Vista Drive Fort Worth, Texas, Tarrant County, Texas July 3, 2019 Terracon Project No. 95195087 Prepared for: Hillwood Alliance Services, LLC Fort Worth, Texas Prepared by: Terracon Consultants, Inc. Fort Worth, Texas July 3, 2019 Hillwood Alliance Services, LLC 9800 Hilwwood Parkway, Ste. 300 Fort Worth, Texas 76177 Attn: Mr. Craig Schade P: (817) 224 6000 E: craig.schkade@hillwood.com Re: Geotechnical Engineering Report Prairie Vista Drive Prairie Vista Drive, west of Feather Grass Lane Fort Worth, Texas, Tarrant County, Texas Terracon Project No. 95195087 Dear Mr. Schade: Irerracon GeoReport We have completed the Geotechnical Engineering services for the above referenced project. This study was performed in general accordance with Terracon Proposal No. P95195087 dated May 31, 2019. This report presents the findings of the subsurface exploration and provides geotechnical recommendations concerning recommended pavement thicknesses and design parameters for the proposed project. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. Cheryl C. Pedraza, P.E. Senior Geotechnical Engineer regory S. agan, P.E. Geotechnical Department Manager Terracon Consultants, Inc. 2501 East loop 620 North Fort Worth, Texas 76118 Registration No. F-3272 P [8171 2fi8 8600 F [81712fi8 8602 terracon.com/offices/fort-worth Responsive ■ Resourceful ■ Reliable 1 REPORT TOPICS INTRODUCTION ............................................................................................................. 1 SITE CONDITIONS ......................................................................................................... 1 PROJECT DESCRIPTION .............................................................................................. 2 GEOTECHNICAL CHARACTERIZATION ...................................................................... 2 ENGINEERING RECOMMENDATIONS ......................................................................... 3 GENERAL COMMENTS ................................................................................................. 8 FIGURES ...................................................................................................................... 10 Note: This report was originally delivered in a web-based format. Orange Bold text in the report indicates a referenced section heading. The PDF version also includes hyperlinks which direct the reader to that section and clicking on the GeoReport logo will bring you back to this page. For more interactive features, please view your project online at client.terracon.com. ATTACHMENTS EXPLORATION AND TESTING PROCEDURES SITE LOCATION AND EXPLORATION PLANS EXPLORATION RESULTS SUPPORTING INFORMATION Note: Refer to each individual Attachment for a listing of contents. Responsive ■ Resourceful ■ Reliable 1 INTRODUCTION Geotechnical Engineering Report Prairie Vista Drive Prairie Vista Drive, west of Feather Grass Lane Fort Worth, Texas, Tarrant County, Texas Terracon Project No. 95195087 July 3, 2019 INTRODUCTION This report presents the results of our subsurface exploration and geotechnical engineering services performed for the proposed replacement of a section of Prairie Vista Drive, west of Feather Grass Lane in Fort Worth, Texas, Tarrant County, Texas. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: ■ Subsurface soil (and rock) conditions ■ Site preparation and earthwork ■ Groundwater conditions ■ Pavement design and construction The geotechnical engineering Scope of Services for this project included the advancement of five test borings to depths of approximately 9½ to 10 feet below existing site grades. Maps showing the site and boring locations are shown in the Site Location and Exploration Plan sections, respectively. The results of the laboratory testing performed on soil samples obtained from the site during the field exploration are included on the boring logs and as separate graphs in the Exploration Results section. SITE CONDITIONS The following description of site conditions is derived from our site visit in association with the field exploration and our review of publicly available geologic and topographic maps. Item Description Parcel Information The project is located at Prairie Vista Drive, west of Feather Grass Lane in Fort Worth, Texas, Tarrant County, Texas. 32.9096°N, 97.3129°W (approximate) (See Exhibit D) Existing Improvements Asphalt Roadway Current Ground Cover Asphalt, grass in area of planned borings Existing Topography (from Google Earth) Area of the roadway is relatively flat. Geotechnical Engineering Report Prairie Vista Drive ■ Fort Worth, Texas, Tarrant County, Texas July 3, 2019 ■ Terracon Project No. 95195087 Responsive ■ Resourceful ■ Reliable 2 PROJECT DESCRIPTION Our initial understanding of the project was provided in our proposal and no comments have been made by the design group/client and our final understanding of the project conditions is as follows: (Our initial understanding of the project was provided in our proposal and was discussed in the project planning stage. A period of collaboration has transpired since the project was initiated, and our final understanding of the project conditions is as follows:) Item Description Project Description It is planned to replace an approximate 950-foot section of Prairie Vista Drive between Feather Grass Lane and Sage Meadow Drive in Fort Worth, Texas. Pavements The planned roadway will be Portland cement concrete paving in accordance with the City of Fort Worth Pavement Design Manual dated January 29, 2015. Traffic (per the City of Fort Worth Pavement Design Manual) Annual ESALs: 100,000 (Collector Road) GEOTECHNICAL CHARACTERIZATION Subsurface Profile We have developed a general characterization of the subsurface conditions based upon our review of the subsurface exploration, laboratory data, geologic setting and our understanding of the project. This characterization, termed GeoModel, forms the basis of our geotechnical calculations and evaluation of site preparation and foundation options. Conditions encountered at each exploration point are indicated on the individual logs. The individual logs and the GeoModel can be found in the Exploration Results section of this report. As part of our analyses, we subdivided the soil profile into the following model layers. For a more detailed view of the model layer depths at each boring location, refer to the GeoModel. Model Layer Layer Name General Description 1 Fill Fat clay, with gravel 2 Clay Fat clay 3 Clay Lean clay Geotechnical Engineering Report Prairie Vista Drive ■ Fort Worth, Texas, Tarrant County, Texas July 3, 2019 ■ Terracon Project No. 95195087 Responsive ■ Resourceful ■ Reliable 3 The geotechnical characterization forms the basis of our geotechnical calculations and evaluation of site preparation and pavement options. As noted in General Comments, the characterization is based upon widely spaced exploration points across the site, and variations are likely. Groundwater Conditions The boreholes were observed while drilling and after completion for the presence and level of groundwater. The water levels observed in the boreholes can be found on the boring logs in Exploration Results. Groundwater was not observed in the borings while drilling, or for the short duration the borings could remain open. However, this does not necessarily mean the borings terminated above groundwater, or the water levels summarized above are stable groundwater levels. Due to the low permeability of the soils encountered in the borings, a relatively long period may be necessary for a groundwater level to develop and stabilize in a borehole. Long term observations in piezometers or observation wells sealed from the influence of surface water are often required to define groundwater levels in materials of this type. Groundwater level fluctuations occur due to seasonal variations in the amount of rainfall, runoff and other factors not evident at the time the borings were performed. Therefore, groundwater levels during construction or at other times in the life of the structure may be higher or lower than the levels indicated on the boring logs. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project. ENGINEERING RECOMMENDATIONS Approximately 950 linear feet of Prairie Vista Drive is planned to be replaced between Feather Grass Lane and Sage Meadow Drive. The roadway will consist of Portland cement concrete paving and will be classified as a collector by the City of Fort Worth. Five borings were extended to depths of about 9½ to 10 feet on the north side of the existing road for the planned roadway construction. Existing Fills As shown on the boring logs in Exploration Results section, fill materials were present in the borings to a depth of about 2 feet. The fill materials consisted of fat clay with gravel. The possibility of deeper fills at this site and under compacted zones of soil or debris within the fill materials exists. Under compacted zones and debris could lead to unacceptable settlements of pavements. Geotechnical Engineering Report Prairie Vista Drive ■ Fort Worth, Texas, Tarrant County, Texas July 3, 2019 ■ Terracon Project No. 95195087 Responsive ■ Resourceful ■ Reliable 4 Excavating the fills and replacing them in a controlled manner is the most positive method of controlling settlement. Proofrolling, as discussed in the General Site Grading section below, can be considered in lieu of complete removal of the fill in pavement areas provided the risk of pavement settlement and cracking can be tolerated. Proofrolling is intended to represent a reasonable approach for treatment of fill; however, it will not eliminate the risk of unexpected movements in some areas. The excavated soils, free of debris or rock greater than 4 inches in dimension, can be used to backfill the excavated areas. All fill should be placed as discussed in section Compaction Requirements. General Site Grading A grading plan was not provided for the roadway alignment. We expect several feet of cuts and fills to be necessary to achieve final grades. Based on the conditions encountered in the borings, excavations will encounter fat and lean clays. During excavations, applicable OSHA standards should be followed based on soil types and noted consistencies. The soils will need to be sloped or braced during construction. A fill against excavated slopes should be placed in relatively horizontal lifts. When placing fill on existing slopes that are steeper than about 6H:1V, the fill should be benched into the slope. This breaks up potential slide planes and permits relatively horizontal lift placement. Any lift that becomes desiccated, rutted, or disturbed should be reworked prior to placing a subsequent lift. The on-site soils free of rock greater than 4 inches in maximum dimension are suitable for use in general site grading. Imported material should be a clean c lay soil (free of deleterious materials and debris) with a liquid limit less than 0 percent and no rock greater than 4 inches in maximum dimension. Prior to placing any fill, the areas to receive fill will need to be stripped and grubbed. The subgrade should then be proofrolled. Any soft or pumping areas should be excavated to firm ground and properly backfilled. The subgrade should be scarified to a minimum depth of 8 inches and uniformly compacted as discussed in section Compaction Requirements. The fill materials should then be spread in loose, relatively horizontal lifts, less than 9 inches in thickness, and uniformly compacted to the same criteria. If filling is suspended and the subgrade becomes desiccated or rutted, it should be reworked prior to placement of a subsequent lift. Geotechnical Engineering Report Prairie Vista Drive ■ Fort Worth, Texas, Tarrant County, Texas July 3, 2019 ■ Terracon Project No. 95195087 Responsive ■ Resourceful ■ Reliable 5 Compaction Requirement Recommendations for compaction are presented in the following table. We recommend that engineered fill be tested for moisture content and compaction during placement. Should the results of the in-place density tests indicate the specified moisture or compaction limits have not been met, the area represented by the test should be reworked and retested as required until the specified moisture and compaction requirements are achieved. ITEM DESCRIPTION Subgrade preparation to receive fill Surface scarified to a minimum depth of 8 inches Maximum lift thickness 9 inches or less loose lift thickness General site fills and lime treated subgrades A minimum of 95% maximum standard Proctor dry density (ASTM D698) in the range of -1 to +4 percentage points of optimum moisture content Lime/Sulfate Induced Heave Sulfate tests performed at the time of our investigation indicated sulfates in the range of <100 ppm to about 2,640 ppm. When the sulfate concentrations are less than 3,000 ppm, the subgrade soils are considered to be suitable for lime treatment in the conventional manner using a single lime application. Imported fill material should be tested for soluble sulfate to evaluate the suitability of soils for lime stabilization. Pavement Subgrade Preparation Subgrade materials encountered consisted of clay soils. These soils are subject to loss of support with the moisture increases that can occur beneath paving. The clay soils react with hydrated lime, which serves to improve and maintain their support value. Lime treatment is recommended beneath pavement sections. We recommend that a minimum of 8 percent lime by dry weight be used to treat the subgrade soils at this site. The lime should be thoroughly mixed and blended with the top 8 inches of the subgrade (TxDOT Item 260). The lime modified subgrade should be uniformly compacted as discussed in section Compaction Requirements. Pavement subgrades should be protected from traffic or ponding water. They should be moist cured until the pavement is placed. Site grading is generally accomplished early in the construction phase. However, as construction proceeds, the subgrade may be disturbed due to utility excavations, construction traffic, desiccation, or rainfall. As a result, the pavement subgrade may not be suitable for pavement construction and corrective action will be required. The subgrade should be carefully evaluated Geotechnical Engineering Report Prairie Vista Drive ■ Fort Worth, Texas, Tarrant County, Texas July 3, 2019 ■ Terracon Project No. 95195087 Responsive ■ Resourceful ■ Reliable 6 at the time of pavement construction for signs of disturbance or excessive rutting. If disturbance has occurred, pavement subgrade areas should be reworked, moisture conditioned, and properly compacted to the recommendations in this report immediately prior to paving. Support characteristics of subgrade for pavement design do not account for shrink/swell movements of an expansive clay subgrade, such as soils encountered on this project. Thus, the pavement may be adequate from a structural standpoint, yet still experience cracking and deformation due to shrink/swell related movement of the subgrade. At the time of our field operations, the overburden soils varied from a wet to dry state. Our laboratory absorption swell results were as high 7.3% for the samples tested. Based on the Plasticity Index (PI) of the soils, the potential vertical rise (PVR) of the site soils is estimated to be on the order of 4 to 5 inches. The PVR is estimated utilizing laboratory tests and the TxDOT method Tex-124-E and based on dry soil conditions. Pavement Design Parameters Pavement design for this project is based on procedures outlined by AASHTO for concrete paved roads and pavement design parameters prescribed by the city of Fort Worth’s Pavement Design Manual (dated January 29, 2015) for the designation as a collector road. The following input parameters were used in the pavement section analysis for a collector road. Input Parameters for Collector Roads Value Annual ESALs / Total ESALs 100,000 / 3,000,000 Growth factor 1.5% Design life 25 years Initial serviceability, P0 4.5 Terminal serviceability, Pt 2.25 Reliability, R 85% Overall standard deviation, S0 0.39 Load transfer (“J” factor) 3.0 Drainage coefficient 1.0 Modulus of elasticity of concrete 4,000 ksi Modulus of rupture of concrete 620 psi Modulus of reaction of subgrade soil 200 pci Geotechnical Engineering Report Prairie Vista Drive ■ Fort Worth, Texas, Tarrant County, Texas July 3, 2019 ■ Terracon Project No. 95195087 Responsive ■ Resourceful ■ Reliable 7 If the pavements are subject to heavier loading and higher traffic counts than the assumed values, this office should be notified and provided with the information, so that we may review these pavement sections and make revisions if necessary. Roadway Pavement Sections Pavement sections were calculated using the AASHTO 1993 design method for the assumptions and design parameters discussed above. A pavement section is presented for a commercial connector road that consists of Portland cement concrete supported on a lime modified subgrade. Commercial Connector Road Pavement section Thickness (inch) Portland cement concrete 8 Lime modified subgrade, TxDOT Item 260 8 Total pavement thickness 16 The concrete should have a minimum 28-day compressive strength of 4,000 psi and a modulus of rupture of 620 psi. It should contain a minimum of 4.5 ± 1.5 percent entrained air. Pavement Joints The following is recommended for the concrete pavement section provided in the report. Refer to City of Fort Worth Pavement Design Manual and ACI 330 for additional information. Design Parameter Recommendation Maximum Joint Spacing1 15 feet each way Distributed (Thermal) Steel2 No 3, Grade 60 reinforcing steel bars at 18 inches on-center-each-way It is imperative that the distributed steel be positioned accurately in the pavement cross section. Minimum Dowel size3 1 inch Dowel Spacing4 12 inches on center Dowel Length4 14 inches 1. In general accordance with ACI 330, Table 2.5 Spacing Between joints. Geotechnical Engineering Report Prairie Vista Drive ■ Fort Worth, Texas, Tarrant County, Texas July 3, 2019 ■ Terracon Project No. 95195087 Responsive ■ Resourceful ■ Reliable 8 2. In general accordance with the City of Fort Worth’s Pavement Design Manual dated January 29, 2015, Table 4.1 Pavement Reinforcement. 3. In general accordance with the City of Fort Worth’s Pavement Design Manual, dated January 29, 2015, Table 4.3 Expansion Joint Minimum Dowel Size. 4. In general accordance with ACI 330, Table 2.6 Dowel Size. Dowel bars should be provided across all joints. All joints should be constructed per the City of Fort Worth’s Pavement Design Manual dated January 29, 2015. The pavement joints should be properly maintained throughout the life of the pavement. GENERAL COMMENTS Our analysis and opinions are based upon our understanding of the project, the geotechnical conditions in the area, and the data obtained from our site exploration. Natural variations will occur between exploration point locations or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. Terracon should be retained as the Geotechnical Engineer, where noted in this report, to provide observation and testing services during pertinent construction phases. If variations appear, we can provide further evaluation and supplemental recommendations. If variations are noted in the absence of our observation and testing services on-site, we should be immediately notified so that we can provide evaluation and supplemental recommendations. Our Scope of Services does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. Our services and any correspondence or collaboration through this system are intended for the sole benefit and exclusive use of our client for specific application to the project discussed and are accomplished in accordance with generally accepted geotechnical engineering practices with no third-party beneficiaries intended. Any third-party access to services or correspondence is solely for information purposes to support the services provided by Terracon to our client. Reliance upon the services and any work product is limited to our client, and is not intended for third parties. Any use or reliance of the provided information by third parties is done solely at their own risk. No warranties, either express or implied, are intended or made. Site characteristics as provided are for design purposes and not to estimate excavation cost. Any use of our report in that regard is done at the sole risk of the excavating cost estimator as there may be variations on the site that are not apparent in the data that could significantly impact excavation cost. Any parties charged with estimating excavation costs should seek their own site Geotechnical Engineering Report Prairie Vista Drive ■ Fort Worth, Texas, Tarrant County, Texas July 3, 2019 ■ Terracon Project No. 95195087 Responsive ■ Resourceful ■ Reliable 9 characterization for specific purposes to obtain the specific level of detail necessary for costing. Site safety, and cost estimating including, excavation support, and dewatering requirements/design are the responsibility of others. If changes in the nature, design, or location of the project are planned, our conclusions and recommendations shall not be considered valid unless we review the changes and either verify or modify our conclusions in writing. Responsive ■ Resourceful ■ Reliable FIGURES Contents: GeoModel Lime Series Proctor – Lime Modified CBR – Lime Modified 712 714 716 718 720 722 724 726 728 730 732 This is not a cross section. This is intended to display the Geotechnical Model only. See individual logs for more detailed conditions.ELEVATION (MSL) (feet)6/26/2019 Terracon Project No. 95195087 Prairie Vista Drive Fort Worth, Texas Lean clay LEGEND Fat Clay Lean Clay Fat Clay, with gravel Fat clay Layering shown on this figure has been developed by the geotechnical engineer for purposes of modeling the subsurface conditions as required for the subsequent geotechnical engineering for this project. Numbers adjacent to soil column indicate depth below ground surface. NOTES: GEOMODEL 3 Model Layer General DescriptionLayer Name 1 2 Clay Fill Clay 2 6 9.5 1 2 3 B-1 2 10 1 2 B-2 2 10 1 2 B-3 2 10 1 2 B-4 2 6 10 1 3 2 B-5 Responsive ■ Resourceful ■ Reliable LIME SERIES Responsive ■ Resourceful ■ Reliable PROCTOR –LIME MODIFIED Responsive ■ Resourceful ■ Reliable CBR – LIME MODIFIED Responsive ■ Resourceful ■ Reliable ATTACHMENTS Geotechnical Engineering Report Prairie Vista Drive ■ Fort Worth, Texas, Tarrant County, Texas July 3, 2019 ■ Terracon Project No. 95195087 Responsive ■ Resourceful ■ Reliable EXPLORATION AND TESTING PROCEDURES 1 of 2 EXPLORATION AND TESTING PROCEDURES Field Exploration Number of Borings Boring Depth (feet) Planned Location 5 9.5 to 10 feet Planned roadway Boring Layout and Elevations: Peloton Land Solutions provided the boring layout and elevations. Subsurface Exploration Procedures: We advance the borings with a truck-mounted, rotary drill rig using continuous flight augers (solid stem and/or hollow stem as necessary depending on soil conditions). Five samples are obtained in the upper 10 feet of each boring and at intervals of 5 feet thereafter. In the thin-walled tube sampling procedure, a thin-walled tube is pushed hydraulically into the soil to obtain a relatively undisturbed sample. In the split-barrel sampling procedure, a split-barrel sampling spoon is driven into the ground. The load-carrying capacity of bedrock is evaluated in place by the Texas Department of Transportation (TxDOT) cone penetration test. The samples were placed in appropriate container, taken to our laboratory for testing, and classified under the direction of a geotechnical engineer. In addition, we observe and record groundwater levels during drilling and sampling. For safety purposes, all borings are backfilled with auger cuttings after their completion. Our exploration team prepares field boring logs as part of the standard drilling operations. These field logs include visual classifications of the materials encountered during drilling and our interpretation of the subsurface conditions between samples. Final boring logs are prepared from the field logs. The final boring logs represent the geotechnical engineer's interpretation of the field logs and include modifications based on observations and tests of the samples in our laboratory. Laboratory Testing The project engineer reviewed the field data and assigned laboratory tests to understand the engineering properties of the various soil and rock strata, as necessary, for this project. Procedural standards noted below are for reference to methodology in general. In some cases, variations to methods were applied because of local practice or professional judgment. Standards noted below include reference to other, related standards. Such references are not necessarily applicable to describe the specific test performed. ■ Water (Moisture) Content of Soil ■ Liquid Limit, Plastic Limit, and Plasticity Index of Soils ■ Absorption Swell Tests ■ Sulfate Tests Geotechnical Engineering Report Prairie Vista Drive ■ Fort Worth, Texas, Tarrant County, Texas July 3, 2019 ■ Terracon Project No. 95195087 Responsive ■ Resourceful ■ Reliable EXPLORATION AND TESTING PROCEDURES 2 of 2 ■ Soil Lime Testing ■ Standard Proctor ■ California Bearing Ratio Absorption swell tests are performed on selected samples. These tests are used to quantitatively evaluate volume change potential at in-situ moisture levels. Selected samples are also tested for soluble sulfates. The results of these tests are presented in the tables below. SWELL TEST RESULTS Boring No. Depth (feet) Liquid Limit (%) Plasticity Index (%) Initial Moisture (%) Final Moisture (%) Surcharge (psf) Swell (%) B-2 2-4 79 52 29.6 30.6 360 0.2 B-4 6-8 68 44 21.4 27.9 840 7.3 SUMMARY OF SOLUBLE SULFATES TESTS Boring No. Depth (ft) Soluble Sulfates (ppm) B-1 0-2 2,640 B-1 6-8 387 B-2 2-4 807 B-3 2-4 <100 Bulk near B-4 0-2 <100 Responsive ■ Resourceful ■ Reliable SITE LOCATION AND EXPLORATION PLANS Contents: Site Location Plan Exploration Plan Note: All attachments are one page unless noted above. SITE LOCATION Prairie Vista Drive ■ Fort Worth, Texas, Tarrant County, Texas July 3, 2019 ■ Terracon Project No. 95195087 Note to Preparer: This is a large table with outside borders. Just click inside the table above this text box, then paste your GIS Toolbox image. When paragraph markers are turned on you may notice a line of hidden text above and outside the table – please leave that alone. Limit editing to inside the table. The line at the bottom about the general location is a separate table line. You can edit it as desired, but try to keep to a single line of text to avoid reformatting the page. SITE LOCATION DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS EXPLORATION PLAN Prairie Vista Drive ■ Fort Worth, Texas, Tarrant County, Texas July 3, 2019 ■ Terracon Project No. 95195087 Note to Preparer: This is a large table with outside borders. Just click inside the table above this text box, then paste your GIS Toolbox image. When paragraph markers are turned on you may notice a line of hidden text above and outside the table – please leave that alone. Limit editing to inside the table. The line at the bottom about the general location is a separate table line. You can edit it as desired, but try to keep to a single line of text to avoid reformatting the page. EXPLORATION PLAN DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS EXPLORATION RESULTS Contents: Boring Logs (B-1 through B-5) Note: All attachments are one page unless noted above. 4.5+ (HP) 2.75 (HP) 1.75 (HP) 2.5 (HP) 31-8-3 N=11 17 30 15 16 7 62-21-41 36-15-21 FILL - FAT CLAY (CH), with gravel, brown, hard FAT CLAY (CH), dark brown, very stiff FAT CLAY (CH), with gravel, dark brown, stiff LEAN CLAY (CL), with gravel, tan, stiff to very stiff Boring Terminated at 9.5 Feet 2.0 4.0 6.0 9.5 729+/- 727+/- 725+/- 721.5+/- Ground surface elevations were provided by Peloton Land Solutions Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95195087 PRAIRIE VISTA DRI.GPJ TERRACON_DATATEMPLATE.GDT 6/28/19WATER LEVELOBSERVATIONSDEPTH (Ft.)5 STRENGTH TEST FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG LIMITS LL-PL-PI LOCATION See Exploration Plan Latitude: 32.9097° Longitude: -97.3141°GRAPHIC LOGMODEL LAYERDEPTH ELEVATION (Ft.) Approximate Surface Elev.: 731.1 (Ft.) +/- Page 1 of 1 Advancement Method: Push Tube / Split Spoon Abandonment Method: Backfilled with onsite soils 2501 E Loop 820 N Fort Worth, TX Notes: Project No.: 95195087 Drill Rig: BORING LOG NO. B-1 Hillwood Alliance Services LLCCLIENT: Fort Worth, Texas Driller: StrataBore Boring Completed: 06-11-2019 PROJECT: Prairie Vista Drive See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Prairie Vista Dr., West of Feather Grass Ln. Fort Worth, Texas SITE: Boring Started: 06-11-2019 No water encountered during drilling Dry upon completion of drilling WATER LEVEL OBSERVATIONS 1 2 3 SAMPLE TYPE 4.5+ (HP) 2.5 (HP) 1.5 (HP) 2.75 (HP) 2.75 (HP) 21 30 18 9 21 79-27-52 57-20-37 FILL - FAT CLAY (CH), with gravel and calcareous nodules, brown, hard FAT CLAY (CH), with gravel, dark brown to brown, stiff to very stiff FAT CLAY (CH), with sand and gravel, tan, very stiff FAT CLAY (CH), gray and tan, very stiff Boring Terminated at 10 Feet 2.0 6.0 8.0 10.0 727+/- 723+/- 721+/- 719+/- Ground surface elevations were provided by Peloton Land Solutions Stratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95195087 PRAIRIE VISTA DRI.GPJ TERRACON_DATATEMPLATE.GDT 6/28/19WATER LEVELOBSERVATIONSDEPTH (Ft.)5 10 STRENGTH TEST FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG LIMITS LL-PL-PI LOCATION See Exploration Plan Latitude: 32.9098° Longitude: -97.3135°GRAPHIC LOGMODEL LAYERDEPTH ELEVATION (Ft.) Approximate Surface Elev.: 729 (Ft.) +/- Page 1 of 1 Advancement Method: Push Tube Abandonment Method: Backfilled with onsite soils 2501 E Loop 820 N Fort Worth, TX Notes: Project No.: 95195087 Drill Rig: BORING LOG NO. B-2 Hillwood Alliance Services LLCCLIENT: Fort Worth, Texas Driller: StrataBore Boring Completed: 06-11-2019 PROJECT: Prairie Vista Drive See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Prairie Vista Dr., West of Feather Grass Ln. Fort Worth, Texas SITE: Boring Started: 06-11-2019 No water encountered during drilling Dry upon completion of drilling WATER LEVEL OBSERVATIONS 1 2 SAMPLE TYPE 4.25 (HP) 2.75 (HP) 1.75 (HP) 22-13-6 N=19 4.25 (HP) 22 30 32 12 23 75-28-47 FILL - FAT CLAY (CH), with gravel, dark brown and brown, hard FAT CLAY (CH), dark brown, stiff to very stiff FAT CLAY (CH), with gravel, brown and tan, very stiff FAT CLAY (CH), shaley, gray, tan, and orange, hard Boring Terminated at 10 Feet 2.0 6.0 8.0 10.0 725+/- 721+/- 719+/- 717+/- Ground surface elevations were provided by Peloton Land Solutions Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95195087 PRAIRIE VISTA DRI.GPJ TERRACON_DATATEMPLATE.GDT 6/28/19WATER LEVELOBSERVATIONSDEPTH (Ft.)5 10 STRENGTH TEST FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG LIMITS LL-PL-PI LOCATION See Exploration Plan Latitude: 32.9098° Longitude: -97.3128°GRAPHIC LOGMODEL LAYERDEPTH ELEVATION (Ft.) Approximate Surface Elev.: 726.9 (Ft.) +/- Page 1 of 1 Advancement Method: Push Tube/ Split Spoon Abandonment Method: Backfilled with onsite soils 2501 E Loop 820 N Fort Worth, TX Notes: Project No.: 95195087 Drill Rig: BORING LOG NO. B-3 Hillwood Alliance Services LLCCLIENT: Fort Worth, Texas Driller: StrataBore Boring Completed: 06-11-2019 PROJECT: Prairie Vista Drive See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Prairie Vista Dr., West of Feather Grass Ln. Fort Worth, Texas SITE: Boring Started: 06-11-2019 No water encountered during drilling Dry upon completion of drilling WATER LEVEL OBSERVATIONS 1 2 SAMPLE TYPE 4.5+ (HP) 4.5+ (HP) 4.5+ (HP) 4.5+ (HP) 4.5+ (HP) 17 21 20 21 20 68-24-44 FILL - FAT CLAY (CH), brown, hard FAT CLAY (CH), dark gray, hard FAT CLAY (CH), tan and gray, hard Boring Terminated at 10 Feet 2.0 8.0 10.0 723+/- 717+/- 715+/- Ground surface elevations were provided by Peloton Land Solutions Stratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95195087 PRAIRIE VISTA DRI.GPJ TERRACON_DATATEMPLATE.GDT 6/28/19WATER LEVELOBSERVATIONSDEPTH (Ft.)5 10 STRENGTH TEST FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG LIMITS LL-PL-PI LOCATION See Exploration Plan Latitude: 32.909749° Longitude: -97.312206°GRAPHIC LOGMODEL LAYERDEPTH ELEVATION (Ft.) Approximate Surface Elev.: 724.8 (Ft.) +/- Page 1 of 1 Advancement Method: Push Tube Abandonment Method: Backfilled with onsite soils 2501 E Loop 820 N Fort Worth, TX Notes: Project No.: 95195087 Drill Rig: BORING LOG NO. B-4 Hillwood Alliance Services LLCCLIENT: Fort Worth, Texas Driller: StrataBore Boring Completed: 06-12-2019 PROJECT: Prairie Vista Drive See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Prairie Vista Dr., West of Feather Grass Ln. Fort Worth, Texas SITE: Boring Started: 06-12-2019 No water encountered during drilling Dry upon completion of drilling WATER LEVEL OBSERVATIONS 1 2 SAMPLE TYPE 4.5+ (HP) 4.5+ (HP) 4.5+ (HP) 4.5+ (HP) 4.5+ (HP) 18 11 12 16 17 47-17-30 FILL - FAT CLAY (CH), brown, hard LEAN CLAY (CL), tan, hard FAT CLAY (CH), shaley, tan and gray, hard Boring Terminated at 10 Feet 2.0 6.0 10.0 720+/- 716+/- 712+/- Ground surface elevations were provided by Peloton Land Solutions Stratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95195087 PRAIRIE VISTA DRI.GPJ TERRACON_DATATEMPLATE.GDT 6/28/19WATER LEVELOBSERVATIONSDEPTH (Ft.)5 10 STRENGTH TEST FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG LIMITS LL-PL-PI LOCATION See Exploration Plan Latitude: 32.909742° Longitude: -97.311675°GRAPHIC LOGMODEL LAYERDEPTH ELEVATION (Ft.) Approximate Surface Elev.: 722 (Ft.) +/- Page 1 of 1 Advancement Method: Push Tube Abandonment Method: Backfilled with onsite soils 2501 E Loop 820 N Fort Worth, TX Notes: Project No.: 95195087 Drill Rig: BORING LOG NO. B-5 Hillwood Alliance Services LLCCLIENT: Fort Worth, Texas Driller: StrataBore Boring Completed: 06-12-2019 PROJECT: Prairie Vista Drive See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Prairie Vista Dr., West of Feather Grass Ln. Fort Worth, Texas SITE: Boring Started: 06-12-2019 No water encountered during drilling Dry upon completion of drilling WATER LEVEL OBSERVATIONS 1 3 2 SAMPLE TYPE SUPPORTING INFORMATION Contents: Unified Soil Classification System General Notes to Log Terms Note: All attachments are one page unless noted above. UNIFIED SOIL CLASSIFICATION SYSTEM UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests A Soil Classification Group Symbol Group Name B Coarse-Grained Soils: More than 50% retained on No. 200 sieve Gravels: More than 50% of coarse fraction retained on No. 4 sieve Clean Gravels: Less than 5% fines C Cu  4 and 1  Cc  3 E GW Well-graded gravel F Cu  4 and/or [Cc<1 or Cc>3.0] E GP Poorly graded gravel F Gravels with Fines: More than 12% fines C Fines classify as ML or MH GM Silty gravel F, G, H Fines classify as CL or CH GC Clayey gravel F, G, H Sands: 50% or more of coarse fraction passes No. 4 sieve Clean Sands: Less than 5% fines D Cu  6 and 1  Cc  3 E SW Well-graded sand I Cu  6 and/or [Cc<1 or Cc>3.0] E SP Poorly graded sand I Sands with Fines: More than 12% fines D Fines classify as ML or MH SM Silty sand G, H, I Fines classify as CL or CH SC Clayey sand G, H, I Fine-Grained Soils: 50% or more passes the No. 200 sieve Silts and Clays: Liquid limit less than 50 Inorganic: PI  7 and plots on or above “A” line J CL Lean clay K, L, M PI  4 or plots below “A” line J ML Silt K, L, M Organic: Liquid limit - oven dried  0.75 OL Organic clay K, L, M, N Liquid limit - not dried Organic silt K, L, M, O Silts and Clays: Liquid limit 50 or more Inorganic: PI plots on or above “A” line CH Fat clay K, L, M PI plots below “A” line MH Elastic Silt K, L, M Organic: Liquid limit - oven dried  0.75 OH Organic clay K, L, M, P Liquid limit - not dried Organic silt K, L, M, Q Highly organic soils: Primarily organic matter, dark in color, and organic odor PT Peat A Based on the material passing the 3-inch (75-mm) sieve. B If field sample contained cobbles or boulders, or both, add “with cobbles or boulders, or both” to group name. C Gravels with 5 to 12% fines require dual symbols: GW-GM well-graded gravel with silt, GW -GC well-graded gravel with clay, GP-GM poorly graded gravel with silt, GP-GC poorly graded gravel with clay. D Sands with 5 to 12% fines require dual symbols: SW-SM well-graded sand with silt, SW-SC well-graded sand with clay, SP-SM poorly graded sand with silt, SP-SC poorly graded sand with clay. E Cu = D60/D10 Cc = 6010 2 30 DxD )(D F If soil contains  15% sand, add “with sand” to group name. G If fines classify as CL-ML, use dual symbol GC-GM, or SC-SM. H If fines are organic, add “with organic fines” to group name. I If soil contains  15% gravel, add “with gravel” to group name. J If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. K If soil contains 15 to 29% plus No. 200, add “with sand” or “with gravel,” whichever is predominant. L If soil contains  30% plus No. 200 predominantly sand, add “sandy” to group name. M If soil contains  30% plus No. 200, predominantly gravel, add “gravelly” to group name. N PI  4 and plots on or above “A” line. O PI  4 or plots below “A” line. P PI plots on or above “A” line. Q PI plots below “A” line. GENERAL NOTES TO LOG TERMS GENERAL NOTES TO LOG TERMS SAMPLING WATER LEVEL FIELD TESTS Water levels indicated on the soil boring logs are the levels measured in the borehole at the times indicated. Groundwater level variations will occur over time. In low permeability soils, accurate determination for groundwater levels is not possible with short term water level observations. N Standard Penetration Test Resistance (Blows/Ft) (HP) Hand Penetrometer (T) Torvane (DCP) Dynamic Cone Penetrometer UC Unconfined Compressive Strength (PID) Photo-Ionization Detector (OVA) Organic Vapor Analyzer DESCRIPTIVE SOIL CLASSIFICATION Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel, or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse- grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. LOCATION AND ELEVATION NOTES Unless otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The accuracy of such devices is variable. Surface elevation data annotated with +/- indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from topographic maps of the area. STRENGTH TERMS RELATIVE DENSITY OF COARSE-GRAINED SOILS (More than 50% retained on No. 200 sieve.) Density determined by Standard Penetration Resistance CONSISTENCY OF FINE-GRAINED SOILS (50% or more passing the No. 200 sieve.) Consistency determined by laboratory shear strength testing, field visual-manual procedures or standard penetration resistance Descriptive Term (Density) Standard Penetration or N-value Blows/Ft. Descriptive Term (Consistency) Unconfined Compressive Strength Qu, (tsf) Standard Penetration or N-value Blows/Ft. Very Loose 0 - 3 Very Soft Less than 0.25 0 – 1 Loose 4 - 9 Soft 0.25 to 0.5 2 – 4 Medium Dense 10 – 29 Medium Stiff 0.5 to 1.00 4 – 8 Dense 30 – 50 Stiff 1.00 to 2.00 8 – 15 Very Dense >50 Very Stiff 2.00 to 4.00 15 – 30 Hard >4.00 >30 RELATIVE PROPORTIONS OF SAND AND GRAVEL RELATIVE PROPORTIONS OF FINES Descriptive Term(s) of other constituents Percent of Dry Weight Descriptive Term(s) of other constituents Percent of Dry Weight Trace <15 Trace <5 With 15 – 29 With 5 – 12 Modifier >30 Modifier >12 GRAIN SIZE TERMINOLOGY PLASTICITY DESCRIPTION Major Component of Sample Particle Size Term Plasticity Index Boulders Over 12 in. (300 mm) Non-plastic 0 Cobbles 12 in. to 3 in. (300 mm to 75 mm) Low 1 – 10 Gravel 3 in. to #4 sieve (75mm to 4.75mm) Medium 11 – 30 Sand #4 to #200 sieve (4.75mm to 0.075mm) High >30 Silt or Clay Passing #200 sieve (0.075mm) CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: April 12, 2019 The Fort Worth Water Department’s Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department’s Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department’s Standard Specifications and the Fort Worth Water Department’s Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department’s Standard Specifications or is on the Fort Worth Water Department’s Standard Products List. Table of Content (Click on items to go directly to the page) Items Page A.Water & Sewer 1. Manholes & Bases/Components ........................................................... 1 2.Manholes & Bases/Fiberglass ............................................................... 2 3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4.Manholes & Bases/Frames & Covers/Round ....................................... 4 5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6.Manholes & Bases/Precast Concrete .................................................... 6 7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7 8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9.Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer ............................................................................... 10 11. Pipes/Ductile Iron ................................................................................. 11 12. Utility Line Marker ............................................................................... 12 B.Sewer 13. Coatings/Epoxy ..................................................................................... 13 14. Coatings/Polyurethane .......................................................................... 14 15. Combination Air Valves ....................................................................... 15 16. Pipes/Concrete ...................................................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE .......................................................................................... 19 20. Pipes/PVC (Pressure Sewer) ................................................................. 20 21. Pipes/PVC* ........................................................................................... 21 22. Pipes/Rehab/CIPP ................................................................................. 22 23. Pipes/Rehab/Fold & Form .................................................................... 23 24. Pipes/Open Profile Large Diameter ...................................................... 24 C.Water 25. Appurtenances ....................................................................................... 25 26. Bolts, Nuts, and Gaskets ....................................................................... 26 27. Combination Air Release Valve ........................................................... 27 28. Dry Barrel Fire Hydrants ...................................................................... 28 29. Meters ................................................................................................... 29 30. Pipes/PVC (Pressure Water) ................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement ..................................................................... 34 35. Sampling Stations ................................................................................. 35 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.* From Original Standard Products ListClick to Return to the Table of Content1 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 13 30" DI MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 13 30" DI MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 13 30" DI MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 13 30" DI MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 13 30" DI MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 13 30" DI MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.08/24/17 33 05 13.01 30" DI MH Ring and Cover (Hinge & Lock) CompositeSewperCoverSCDH 3000, Std. Dbl Hinge Non-Metalic Ring and Cover w/Lock HD/FRP Composite30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"*33 39 10 Manhole, Precast ConcreteForterra(formerly Gifford-Hill, Hanson )ASTM C 47848"04/26/00 33 39 10 MH, Single Offset Seal JointForterra(formerly Gifford-Hill, Hanson )Type F Dwg 35-0048-001ASTM C 47848" Diam MH09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"* From Original Standard Products ListClick to Return to the Table of Content6 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast FiberglassHobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass PipeAmeronBondstrand RPMP PipeASTM D3262/D375410/30/03Glass-Fiber Reinforced Polymer PipeThompson Pipe GroupFlowtiteASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeCertain-Teed Products CorpASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeNapco Manufacturing CorpASTM D 3034, D 17844" & 8"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26 and SDR-35 ASTM F 789, ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"33-31-20 PVC Sewer PipeRoyal Building ProductsRoyal Seal Solid Wall Pipe SDR 26 & 35ASTM 30344" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)ASTM F 67918" - 27"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDr-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationPS 46 ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 303411/17/99E100-2Closed Profile PVC PipeDiamond Plastics CorporationASTM 1803/F79418" to 48"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"* From Original Standard Products ListClick to Return to the Table of Content21 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 240AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeAWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationTrans 21, DR 14, DR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 14"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-12"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 18"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"* From Original Standard Products ListClick to Return to the Table of Content30 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35