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Contract 59469-PM1
FORTWORTH PROJECT MANUAL FOR THE CONSTRUCTION OF CSC No. 59469-PMI Water, Paving, Drainage & Street Light Improvements to Serve McPherson Boulevard (Vista Grande Blvd to Chisholm Trail Pkwy) IPRC Record No. 22-0169 City Project No. 104375 FID No.30114-0200431-104375-EO7685 File No. K-3034 X-27535 Mattie Parker Mayor David Cooke City Manager William Johnson Director, Transportation and Public Works Department oFeeTF-rl I Prepared for .° ... The City of Fort Worth JOSEPH �G.�LACROIXep .127049 elm® 2023 '\-00Prepared By m B BAIRD, HAMPTDN & BRAWN engineering & surveying project 6300 Ridglea Place, Suite 700 1 Fort Worth, TX 76116 2019.135.000 (817)338-1277 1 mail@hhhinc.com I TBPE Firm #44 1 TBPLS Firm #10011300 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS Page 1 of 5 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions nn�3 kwitatior t Bidders nn�3 t Last Revised 03 i 0 004100 00 42 43 nno n�3 lastf.,etions Bidders Bi.7vicrFefm Proposal Form Unit Price Bid Bead 03i 0 04/02,12014 05/22/2019 04/02,L2014 nno n�= Bidders Pr-eq ,all f ,.a4ier's Prequalification Statement 04/02,L2014 09/01/2015 0045 12 0045 13 Bidder Prequalification Application 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 00 72 00 General Conditions 11/15/2017 0073 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013 Awarded Projects Division 01- General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 n io�o Preconstruction Meeting 08/30/2013 07in n 01 32 33 Preconstruction Video 08/30/2013 01 3300 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS Page 2 of 5 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents NONE Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httg://fortworthtexas.gov/tj2w/contractors/ or httns://a=nns.fortworthtexas.=/Proi ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012 0334 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 2605 10 Demolition for Electrical Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi -Duct Conduit 02/26/2016 Division 31- Earthwork 3123 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 33,1 25` 000 3,9 Erosion and Sediment Control yiens 12/20/2012 ,2�zr20/2012 31 37 00 �tl Riprap 12/20/2012 Division 32 - Exterior Improvements 3201 17 �T N1amnt Acp.W.t ila:ing4Zepair 12/20 2012 32 0118 Temper-ary Aaph 1t Ilr �r , 2/�tz 32 01 29 Concrete Paving Repair 12/20/2012 32 1123 Flexible Base Courses 12/20/2012 32 1129 Lime Treated Base Courses 12/20/2012 32 1133 Cement Treated Base Courses 12/20/2012 32 1137 oil E't lizeaf n4/o�15 32 1216 Asphalt Paving 12/20/2012 32 3 .�opkctlt I\rAag-Cfaelc Soalaxtr, ""�12 CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS Paae 3 of 5 32 13 13 Concrete Paving 12/20/2012 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 1373 Concrete Paving Joint Sealants 12/20/2012 32 14 16 Brick Unit Paving 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 1723 Pavement Markings 11/22/2013 '27�5 Curb Ad ozz �1.:1ki g 1 1 /nn, ^�3. 3 3q 31 q6 C�nr. F��r� a Gates Wr, -e Fenees and Gates �z ig1g01q0i 17/7 z 17�9 3232 13 Weed >~ enees and Gates Cast -in -Place Concrete Retaining Walls 1 � /�ii 06/05/2018 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 3292 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 330130 30 Sewer- and AiT.,fAiel e Testing Q/ z 33 03 10 3304 10 33 04 11 s Bypazz- D1'1` "b Of Existing sting Sewer- Systems r � 'b jeipA Befiding a*d Qeetfieal 1sel.,tio (`e.-.-esio.. !`,,.Afel Test Stations 03 /n�o 6 1 7 /7-201120 i r� 17/zzrg0/z-oiz Q/r�-svrzoii 33 04 ATempefar-yn� 33 04 40 Cleaning and Acceptance Testing of Water Mains So..,o,. 1 7 /7zzrzv/io iz /no„ won 02/06/2013 12/�ti 33 04 50 3305 10 Clea ing of Mains Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3305 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 3305 13.10 Frame, Cover and Grade Rings — Composite 01/22/2016 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012 33 05 17 Grade C -ete C l lafs 1 � /�2 330510 10 3-3-05 q! 33 05 fe Auger- Ber-ing Turrril : in ar- Plate Stool C...,ing Npe 1�/r�-20112W2 1' /'�i2 17/7rc�-g0/z-oiz 3 Z�3 33 05 N 14and Tunne4ag 1n-te lhtiar-ef-C Yr Pira in Q/20112W2 06/10 °�13 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 1 1 l.. eaC�ette Pr-essufe Pipe BE W-Fapped, Stool (`ylif deF Type ig1g0/'10i ff 1 1 14 Bur-ied Stool Pipe and >riAin.s 1�/201120 � rr,,-avrav�z 33 1210 Water Services 1-inch to 2-inch 02/14/2017 3,13 1 2 1 1 Large Water- Metef:s Q/201120Q 33 1220 Resilient Seated Gate Valve 12/20/2012 33 1.1 q! ^ W k Rules r. Fay. 30 1 ��/�ii CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN#104375 Revised March 20, 2020 33 1225 2 2230 00 00 00 STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS Paae 4 of 5 Connection to Existing Water Mains 02/06/2013 Combination Air- Valve Assemblies for- U Wa4e - Syste 1 �1/'lr� /20Q 33 0 able Water 1;amr)n Stations z 12/20/2012 33 A 32GiffedPlaee12/20/2012 ct,,7.f Blow ef Valve �00 i��I, 06/19/2013 M2 2 �, 3., 1 � L, 33Pelyethylene12/20/2012 rf f:ee l Pipe for- O-ayity e.,.� itai=y eo.�, I�cr�la�c P.e' Q/2012n1"1 1 �� 2 2�0 33 N N Polyvinyl !''l.l,,fide (PVC) !`_fa-y;t y C'.,*4 y Sewer- Pipe � __ Pelyvi"! Chief ide (PVC) Closed Profile Gr-a-vit' G ��d��CVPGr 06/wr19/2014 1720/2012 Npe 1 33312 S-rigor Viip :;&,i&g 1 /�Q 11 /7z 32Sanitafynn 33 31 70 33 39 10 2 2920 Combi.-Waaa Air- - Valve f' Canhoary C`owef: FE)f:ee Mains Cast i Dlaee r.,fte-eie Manholes Pr-ee st r fef:ete >\a. nhel Pw�26,12013 12/20/2012 Q/7r�-201120 i 1 /�ii 22�Fibef:glass12/20/2012 2 2940 33 39 60 Wastewater- n eeess Chamber- (W n C) Epoxy Liners for Sanitary Sewer Structures 12/20/2012 12/20/2012 33 �..l1sa6r1 S 1 2 /r1r�-svrzviz 33 33 46 00 Grp i] 7] eed(E .1 E) 1 `lr,C C'„1� 1 1 /1 5 Q/7r�-svrzoiz 33 46 02 3349 10 T--o..e Drain Cast -in -Place Manholes and Junction Boxes 07/0i 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 3441 10 Traffic Signals 10/12/2015 3441 10.01 Attachment A — Controller Cabinet 12/18/2015 3441 10.02 Attachment B — Controller Specification 02/2012 3441 10.03 Attachment C — Software Specification 01/2012 3441 11 Temporary Traffic Signals 11/22/2013 3441 13 Removing Traffic Signals 12/20/2012 3441 15 Rectangular Rapid Flashing Beacon 11/22/2013 3441 16 Pedestrian Hybrid Signal 11/22/2013 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 34 41 50 Single -Mode Fiber Optic Cable 02/26/2016 3471 13 Traffic Control 11/22/2013 CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised March 20, 2020 Fort WorthCFA DAP-BIDPROPOSAL Page 2 of 2 Appendix FE-4.01 GC-4.02 Subsurface and Physical Conditions Fib-4.06 It.'oraetis Eav -efff ,en4a Geed fie t Site GG 6.06.D GG 6.07 lyft e n.,� GG-6-M )Z?mitvaw.a r T GG 6. 1 N, avirArzatian GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 McPherson Blvd Extension UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Fort Worth CFA CAP, BID PROPOSAL Page 1 of 7 Bidder's Application Project Itcm Infommtion Biddcr's Proposa Bidlist Description Specification Section No Unit of Unit Price Bid Value Item Na. Measure Bid Quatain, UNIT I: WATER IMPROVEMENTS 1 0170.0100 Mobilization 01 7000 LS 1 $ 17,000.00 $ 17,000.00 2 0171.0101 Construction Staking 0171 23 LS 1 S 5,000.00 $ 5,000.00 3 0241.1118 4"-12" Pressure Plug 0241 14 EA 1 $ 500.00 S 500.00 4 0241.1218 4"-12" Water Abandonment Plug 0241 14 EA 1 $ 500,00 $ 500.00 5 0241.1405 Abandon 12" Water Valve 0241 14 LF 290 $ 17.00 S 4,930.00 6 3305.0109 Trench Safety 3305 10 LF 920 $ 200 $ 1,840.00 7 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 1,75 $ 16,000.00 S 28,000.00 8 3311.0161 6- PVC Water Pipe 33 11 12 LF 70 $ 130.00 S 9,100.00� 9 3311.0457 12" DIP Water, CLSM Backfill 33 11 10 LF 65 $ 290.00 S 18,850.00 10 3311,0461 12" PVC Water Pipe 33 11 12 LF 785 S 170.00 $ 133,450.00� 11 3312.0001 Fire Hydrant 33 1240 EA 3 $ 6,200.00 $ 18,600.00 12 3312.0117 Connection to Existing 4"-12" Water Main 33 1225 EA 1 $ 3,800.00 S 3,800.00 13 3312.22032" Water Service 331210 EA I $ 4,100.00 $ 4,100.00� 14 3312.3002 6' Gate Valve 33 1220 EA 3 $ 1,900.00 $ 5,700.00 15 3312.3005 12" Gate Valve 33 1270 EA 1 $ 4.800.00 S 4,800.00 16 3312.6002 6" Blow Off Valve 33 1260 EA 1 $ 10,000.00 $ 10,000.00 TOTAL UNIT I: WATER IMPROVEMENTS S 266,170.00 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 McPherson Ertenabn CFA Bid Form R—ad 2023-03-06 Fort Worth CFA DAP -BID PROPOSAL Page 2 of 7 UNIT PRICE BID Bidlist Item No, Bidlist Item No. 1 3305.0107 Manhole Adjustment, Minor I�I I� SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Application Project Item Infonnatmn Bidder's Proposal Description Speci0ut0on Section No. Unit or Unit Price Bid Value 1 Measure I Bid Quantity i UNIT II: SANITARY SEWER IMPROVEMENTS Project Item lnformalion Bidder's Proposal 1 Description Specification Sation Na. Unit of Unit Price Hid Value Measure Bid Quantity 1 33 05 14 EA 5 $ 3,700.00 S 18,500.00 1 I TOTAL UNIT It: SANITARY SEWER IMPROVEMENTS S 18,500.001 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS McPherson Extension CFA Bid Farm Revised 2023-03-06 Farm Version May 22. 2019 Fat Worth CFA DAP - BID PROPOSAL Page 3 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidlisl Descnpuon tem No. Bidlisl Description Item No. 1 0170 0100 Mobilization 2 0171.0101 Construction Staking, 3 0241.4101 Remove 10' Recessed Inlet 4 0241.4401 Remove HeadwalVSET 5 3137.0102 Large Stone Riprap, dry 6 3305.0109 Trench Safety 7 3305.0106 Manhole Adjustment, Major 8 3341.0205 24" RCP, Class III 9 3341.0302 30" RCP, Class III 10 3341,1202 5x4 Box Culvert 11 3341,1203 5.5 Box Culvert 12 3349.0001 4' Storm Junction Box 13 3349,1000 Headwall, Box Culvert 14 3349.6001 10' Recessed Inlet 15 3349.6003 20' Recessed Inlet 16 9999.001 Concrete Aomn Bidder's Application Project Item lnfonnanon Bidder's Proposal Specification Section No. Unit of Unit Pncc Bid Value Mcasurc Bid Quantity , UNIT III: DRAINAGE IMPROVEMENTS Project Item Intentional) Bidder's Proposal Spectficaion Section No. Umtof Una Price Bid Value Measure Bid Qten ity 017000 LS 1 $ 21,000.00 $ 21,000.00 Ol 7123 LS I S 6,000.00 $ 6,000.00 0241 14 EA 1 S 2,3010.00 $ 2,300.00 024114 EA 1 $ 4,500.00 $ 41500.00� 31 3700 SY 104 $ 111.00 S 11,544.00 33 05 10 LF 775 $ 2.00 $ 1,550.00 3305 14 EA 1 $ 3,900.00 $ 3,900.00 3341 10 LF 635 $ 140.00 $ 88,900.00 3341 10 LF 20 $ 170.00 $ 3,400.00 3341 10 LF 60 $ 720.00 $ 43,200.00 3341 10 LF 60 5 770.00 $ 46,200.00 3349 10 EA 1 $ 11.000.00 $ 11,000.00 {I 33 49 40 CY 35 $ 1,400.00 $ 49,000.00 1 33 49 20 EA 2 $ 8,800.00 $ 17,600.00 33 49 20 EA 1 $ 18,000.00 $ 18,000.00 00 00 00 CY 5 $ 1,100.00 $ 5,500.00 TOTAL UNIT III: DRAINAGE IMPR )VEMENTS S 1 333,594.00 C ITV OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS McPherson Ev[anslon CFA Bid Form Revisetl 2023-03-05 Form Version Mey 22, 2019 Far[ Worth CFA DAP - BID PROPOSAL Page 4 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project item Information Bidder's Proposal Bidlist Description Specification Section No I Meastuc Unit Price Bid Value 1 ❑cm No. Bid Quantity , UNIT N: PAVING IMPROVEMENTS Project Item Informmion Bidders Proposal Bidlist Description Specification Section No. Unit of Unit Price Bid Value Item No. Measure &d Quantity 1 0170.0100 Mobilization 01 7000 LS 1 S 76,000.00 $ 76.000.00 ) 1 2 0171.0101 Construction Staking 0171 23 LS 1 $ 22,000.00 $ 22,000.00 3 0241.0100 Remove Sidewalk 0241 13 SF 3700 $ 2.00 S 7,400.00 1 4 0241.0550 Remove Guardrail 0241 13 LF 130 $ 6.00 $ 780.00 5 0241.1000 Remove Cone Pvmt 0241 15 SY 410 $ 27.00 $ 11,070.00 Ji 1 6 0241.1100 Remove Asphalt Pvmt 0241 15 SY 1450 S 23.00 $ 33,350,00 1 7 0241.1300 Remove Cone Curb&Gutter 0241 15 LF 3050 $ 13.00 $ 39,650.00 8 3123.0101 Unclassified Excavation by Plan 31 23 16 CY 1600 $ 26.00 $ 41,600.00 1 I 9 3125.0101 SWPPP > 1 acre 31 2500 LS 1 $ 12,000.00 $ 12,000.00 10 3211.0400 Hvdrated Lime 32 11 29 TN 118 $ 375.00 $ 44.250.00 1 11 3211.0502 8" Lime Treatment 32 11 29 SY 6500 $ 9.00 $ 58,500.00 I 12 3213.0105 10" Cone Pvmt 32 13 13 SY 5900 S 114.00 $ 672,600.00 1 I 13 3213,0301 4" Cone Sidewalk 32 1320 SF 10655 $ 9.00 $ 95,895.00 14 3213.0313 B' Cone Sidewalk, Adjacent t0 Curb (Median Section) 32 1320 SF 500 $ 13.00 $ 6,500.00 1 15 3213.0506 Barrier Free Ramp, Type P-1 32 1320 EA 3 $ 2,400.00 S 7,200.00 1 16 3213.0503 Barrier Free Ramp, Type M-1 33 13 20 EA 1 $ 2,400.00 $ 2,400.00 � 17 3214.0100 Brick Pvmt 32 14 16 SY 80 $ 145.00 $ 11,600.00 { 18 3216.0101 6" Cone Curb and Gutter 32 16 13 LF 3070 S 2.00 $ 6, 140.00 1 19 321T0101 6" SLD Pvmt Marking HAS (W) 32 1723 LF 1670 $ 2.00 $ 3.340.00 20 3217.0103 6" BRK Pvmt Marking HAS (W) 32 1723 LF 1620 $ 2.00 $ 3240.00 {1 21 3217,0201 8" SLD Pvmt Marking HAS (W) 32 1723 LF 850 $ 3.00 $ 2,550.00 1 22 3217.0402 18" SLD Pvmt Marking Time (W) 32 1723 LF 100 $ 12.00 $ 1,200.00 23 321T0504 Preformed Thermoplastic Contrast Markings - 24" Stop Bars 32 1723 LF 105 $ 28.00 S 2,940.00 24 3217,1011 Preformed Thermoplastic Contrast Markings -Legend ONLY 32 1723 EA 12 $ 700.00 $ 8,400.00 25 3217.1012 Preformed Thermoplastic Contrast Markings - Railroad Legend 32 1723 EA 12 $ 1,000.00 $ 12,000.00 26 3217.2104 REFL Raised Marker TY B-C-R 32 1723 EA 100 $ 5,00 $ 500.00 {I 27 3217,4302 Remove 6" Pvmt Marking 32 1723 LF 85 $ 2.00 S 170.00 ) 28 3292.0200 Block Sod Placement 3292 13 SY 1600 $ 11.00 $ 17,600.00 1 29 3292.0450 Seeding, Hydromulch with binding agent 3292 13 SY 450 $ 3.00 $ 1,350.00 30 3441.4006 Install Alum Sign Ground Mount 34 41 30 EA 3 $ 625.00 $ I'875.00 31 3441.4108 Remove Sign Panel and Post 34 41 30 EA l $ 150.00 S 150.00 { 32 3471.0001 Traffic Control _ _ 3471 13 MCI_ 6 $ 5,400.00 $_ 32,400_00 33 9999.0001 Pedestrian Rail (TXDOT PRO 00 00 00 LF 55 $ 300.00 $ 16,500.00 {I 1 34 9999.0002 Detectable Warning Surface 32 1320 EA 4 $ 224.00 $ 896.00 35 9999.0003 Barricade with Road Closed Signs 00 00 00 EA 2 S 900.00 $ 1,80000 PAVING IMPROVEMENTS S 1,255,846.00 { TOTAL UNIT IV: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Farm Vmsion May 22, 2019 McPherson E-sion CFA Bid Farm Revised 2023-03-05 Fort Worth CFA DAP - 8I0 PROPOSAL Page 5 of 7 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Application Project Itcm Infornmtion Bidder's Proposal Description Specification Section Nollnit of Quan tify Unit Price I Bid Vaiuc Mcasurc Qtify UNIT V: STREET LIGHTING IMPROVEMENTS Prgimi Ilan Information Bidlist Description tern No. 1 0170.0100 Mobilization 2 017LO101 Construction Staking 3 2605.3015 2" CONDT PVC SCH 80 (T) 4 2605.3016 2" CONDT PVC SCH 80 (B) 5 3441.1405 NO 2Insulated Elec Condr 6 3441,1502 Fumish/Install Ground Box Tyne B, w/Apron 7 3441.3411 Reconnect Conductor 8 3441.3302 Rdwy Illum Foundation TY 3,5,6, and 8 9 3441.3501 Salvage Street Light Pole 10 9999.0000 Demolish existing T' conduit and conductors 11 9999.0000 Fumish/Install Rdway Illum TY 18 Pole - Powder Coat Bronze 12 9999.0000 Fumish/Install Type 33A Arm- Powder Coat Bronze 13 9999.0000 Fumish/Install LED Lighting Fixture (137 watt ATB2 Cobra Head) -Powder Coat Bronze Bidder's Proposal Specification Section No. Unit of Unit Price 1I Bid Value 1 Measure Bid Quantity 017000 LS 1 S 11,000.00 $ II'000.00+1+ 01 71 23 LS 1 $ 3,000.00 $ 3,000.001 260533 LF 1050 $ 31.00 $ 32,550,001 26 05 33 LF 460 $ 38.00 $ 17,480.00 3441 10 LF 6820 $ 6,00 $ 40,920.00 3441 10 EA 9 $ 1,500.00 $ 11 13,500.00 1 3441 10 EA 8 S 200.00 $ 1,600.00 344110 EA 7 $ 2,300.00 $ 16,100.001 34 41 20 EA 5 $ 400.00 S 2,000.00 00 00 00 LF 1020 $ 9.00 $ 9,180.00 00 00 00 EA 7 $ 3,000.00 $ 21,000.00 00 00 00 EA 9 $ 600.00 $ 5,400.00 00 00 00 EA 9 $ 800.00 $ 7,200.00 TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $ 180,930.00 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Ve May 22. 2019 McPherson EAens- CFA Bid Form Revised 2023-03-06 Fart Worth CFA DAP - 810 PROPOSAL Page 6 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Imn1 Inronnauon Bidder's Proposal Bidlist Descnption SpeciOwtion Section No. Umt or Unit Price Bid Value 1 Itcm No. Measure Bid Quantity , UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS Projai Item Inromratron Bidder's Proposal Bidlist Description Specification Secuon No. Unit of Una Pnce Bid Valuc 11 Itcm No. M-1 Bid Quantty 1 0170.0I00 Mobilization 017000 LS 1 S 25,000.00 $ 25,000.00 2 0171.0101 Construction Staking 01 7123 LS 1 $ 7,000.00 S 7,000.00 3 2605.0111 FumishAnstall Elec Sery Pedestal 160500 EA 1 $ 7,000.00 $ 71000.00 4 2605,3015 2" CONDT PVC SCH 80 (T) (Signal Light) 2605 33 LF 180 $ 31.00 $ 5,580.00 5 2605.3016 2" CONDT PVC SCH 80 (B) (Signal Light) 2605 33 LF 450 $ 43.00 $ 19,350.00 6 2605.3025 3" CONDT PVC SCH 80 (T) 26 05 33 LF 185 $ 39.00 $ 7,215.00 1 7 2605.3034 4" CONDT PVC SCH 80 (B) 26 05 33 LF 350 $ 55.00 $ 19,250.00 8 3441.1001 Fumisb/Install 3-Sect Signal Head Assembly 3441 10 EA 7 $ 1,600.00 S 11,200.00 9 3441,1003 Fumish/Install 5-Sect Signal Head Assembly 344110 EA 2 $ 2,300.00 $ 4,600.00 10 3441.1012 Fumish/Install Ped Signal Head Assmbly 3441 10 EA 6 $ 1,000.00 $ 61000.00 11 3441.1031 Fumish/Install Audible Pedestrian Pushbutton Station 3441 10 EA 6 $ 945.00 $ 5,670.00 12 3441.1211 Fumishllnstall BBU System Internal 3441 10 EA 1 $ 17,000.00 $ 17.000.00 t� 1 13 3441.1215 Fumish/Install Hybrid Detection System 3441 10 APR 3 $ 10,000.00 $ 30,000.00 14 3441 1220 Fumish/Install Model 711 Preemption Detector 3441 10 EA 3 S 1,215.00 $ 3,645.00 ) 15 3441.1224 Fumish/Install Preemption Cable 3441 10 LF 557 $ 3.00 $ 1,671.00 16 3441.1250 Fumish/Install PTZ Camera 3441 10 EA 1 $ 6,000.00 $ 6,000.00 1 1 17 3441.1255 Fumish/Install Communication Modem 3441 10 LF 1 $ 3,100.00 S 3,100.00 18 3441.1260 Fumish/Install CATS Ethernet Cable 3441 10 LF 667 $ 3.00 $ 2,001.00 19 3441.131 15/C 14 AWG Multi -Conductor Cable 3441 10 LF 290 $ 3.00 $ 870.00 _ 20 3441.1312 7/C 14 AWG Multi -Conductor Cable 3441 10 LF 500 $ 3.00 $ 1.500.00 21 3441.1315 20/C 14 AWG Multi -Conductor Cable 3441 10 LF 575 S 8.00 $ 4,600.00 22 3441.1322 3/C 14 AWG Multi -Conductor Cable 3441 10 LF 835 $ 2.00 S 1,670.00 23 3441.1409 NO 6Insulated Elec Condr 3441 10 LF 30 $ 3.00 $ 90.00 24 3441.1410 NO 10 Insulated Elec Condr 3441 10 LF 1040 $ 2,00 $ 2,080.00 25 3441.1413 NO 6 Bare Elm Concir SLD 3441 10 LF 15 $ 3.00 $ 45.00 26 3441.1414 NO 8 Bare Elec Condr 3441 10 LF 765 $ 3.00 S 2,295.00 27 3441.1501 Fumish/lnstall Ground Box Type B 3441 10 EA 1 $ 1,200.00 S 1,200.00 28 3441,1502 Fumish/Install Ground Box Type B, w/Apron (Signal Light) 3441 10 EA 2 $ 1,500.00 S 3,000.00 29 3441.1503 Fumish/lostall Ground Box Type D, w/Apron 3441 10 EA 1 $ 2,200.00 $ 2,200.00 30 3441.1506 Fumish/Install Ground Box Type D 3441 10 EA I $ 1,500.00 $ 1,500.00 31 3441,1603 Fumish/Install I Y - 20' Ped Pole Assmbly 3441 10 EA 2 $ 1,400,00 $ 2,800.00 1 32 3441.1611 Fumish/Install Type 41 Signal Pole 3441 10 EA 1 $ 13,000.00 $ 13,000.00 33 3441.1613 Fumish/Install Type 43 Signal Pale 3441 10 EA I $ 14,000.00 S 14,000.00 1 34 3441.1615 Fumish/lnstall Type 45 Signal Pole 3441 10 EA 2 S 17,000.00 $ 34,000.00 1 35 3441.1624 Fumish/Install Mast Arm 40' - 48' 3441 10 EA I $ 8,000.00 S 8,000.00 1 36 3441.1625 FumishMsWI Mast Arm 52' - 60' 1 3441 10 EA 2 S 17,000.00 $ 34,000.00 37 3441.1701 TY 1 Signal Foundation 3441 10 EA 2 $ 1,500.00 $ 3,000.00 1 1 38 3441.1703 TY 3 Signal Foundation 3441 10 EA 1 $ 5,000.00 $ 5,000.00 39 3441.1704 TY 4 Signal Foundation 3441 10 EA I $ 7,100.00 $ 7,100.00 {1 40 3441.1705 TY 5 Signal Foundation 3441 10 EA 2 $ 4,000.00 $ 8,000.00 1 41 3441.1715 Signal Cabinet Foundation - 352i & BBU 3441 10 EA I S 9,000.00 S 9,000.00 42 3441.1725 Fumishlinstall ATC Signal Controller 3441 10 EA 1 $ 6,000.00 $ 6,000.00 43 3441.1741 Fumish/Install 352i Controller Cabinet Assembly 3441 10 EA 1 $ 30,000.00 $ 30,000.00 44 3441.4001 Fumish/Install Alum Sign Mast Arm Mount 3441 10 EA 11 $ 850.00 S 9,350.00 L_ TOTAL UNIT VI: TRAFFIC SIGNAL IMPR �VEMENTS $ {1 385,582.00 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS McPherson Extension CFA Sid Form Rehsetl 2023-03-08 Form Vantron May 22, 2019 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Fort Worth CFA DAP . BID PROPOSAL Page 7 or 7 Bidder's Application Project Item hilbmiation Bidder's Proposal Brdltst Description Specification Section No. Unit of Unit Price Bid Value Item No. Measure I Bid Quarto, Bid Summary UNIT I: WATER IMPROVEMENTS S 266,170.00 1 UNIT II: SANITARY SEWER IMPROVEMENTS I S 18,500.00 I UNIT III: DRAINAGE IMPROVEMENTS $ 333,594.00 UNIT IV: PAVING IMPROVEMENTS 5 1,255,846.00 I UNIT V STREET LIGHTING IMPROVEMENTS , _ I S 180,930.00 1 UNIT VI: TRAFFIC SIGNALS S 385,582.00 I This Bid is submitted by the entity named below BIDDER Jackson Construction, LTD. 5112 Sun Valley Dr Fort Worth, TX 76119 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. END OF SECTION Total C.00nnsst-ruction IN I $2,440,622.00 TITLE: DATE: f/ 1110 working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Fenn Veraian May 22, 2018 McPherson Extension CFA Bid Form Rev,wd 2023-03-06 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of I 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 Wastewater Mains (all sizes) for New Development, Rehabilitation, and Redevelopment using Open Cut and Trenchless construction methods Water Mains (all sizes) for New Development, Rehabilitation, and Redevelopment using Open Cut and Trenchless construction methods Asphalt Pavement Construction/Reconstruction Concrete Pavement Construction/Reconstruction Roadway and Pedestrian Lighting Contractor/Subcontractor Company Name Prequalification Expiration Date Jackson Construction, Ltd 04-30-2024 Jackson Construction, Ltd 04-30-2024 Jackson Construction, Ltd. 01-24-2024 Jackson Construction, Ltd. 12-31-2024 Independent Utility Construction, Inc. 02-27/2025 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Jackson Construction, Ltd BY: Troy L. Jackson 5112 Sun Valley Drive Fort Worth, TX 76119 /Ar�� ture) TITLE: President DATE: wRong.-i END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 W 40 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATIONLAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 104375. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Jackson Construction LTD Company 5112 Sun Vallev Dr Address Fort Worth. TX 76119 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § By: Troy L. Jackson (P1 ase Print) Signature: Title: ftsid®nt (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Tro L. Jackson . known to me to be the person whose name is subscribed to the foregoing instrument, acknowledged to me that he/she executed the same as the act and deed of Pres ont for the purposes and consideration therein expressed and in the capacity therein stated.. GIVEN UNDER MY HAND AND SEAL OF OFFICE this t f' day of j 20. Nicole McCollum r My Commission Expires 10l30/2026 Notary 10129952648 o ry Public in and for the State of Texas i END OF SECTION CITY OF FORT WORTH CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 McPherson Blvd Extension STANDARD CPN# 104375 005243-1 Developer Awarded ProjectAgreement Pagel of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on 04/26/2023 is made by and between the Developer, Gabriel 4 So &WQ,t I,LC, authorized to do business in Texas ("Developer") and 5 Jackson Construction. LTD , authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). 6 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 7 follows: 8 Article 1. WORK 9 Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project 10 identified herein. 11 Article 2. PROJECT 12 The project for which the Work under the Contract Documents may be the whole or only a part is generally 13 described as follows: 14 Water, Paving, Drainage & Street Light Improvements to Serve McPherson Blvd. 17 CPN:104375 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 Documentsare 21 of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 180 working days after the date when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions of the Construction Contract 24 for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer 27 financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus 28 any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of 29 the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the 30 delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered 31 by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such 32 proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor 33 shall pay Developer One Thousand Dollars ($1,000.00) for each day that expires 34 after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter 35 of Acceptance. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised June 16, 2016 005243-2 Developer Awarded ProjectAgreement Page 2 of 4 38 Article 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 40 Documents an amount in current funds of Two Million Four Hundred Fortv Thousand Six Hundred Twenty -Two Dollars (5 2.440.622.00). 42 Article S. CONTRACT DOCUMENTS 43 5.1 CONTENTS: 44 A. The Contract Documents which comprise the entire agreement between Developer and 45 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 (DAPVersion) 50 2) Prequalification Statement 51 3) State and Federal documents (projectspecific) 52 b. Insurance ACORDForm(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 Awarded 60 Projects. 61 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Documents by attachment or, if not 63 attached, as incorporated by reference and described in the Table of Contents of the 64 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 Agreement 69 and, if issued, become an incorporated part of the Contract Documents: 70 a. Notice to Proceed. 71 b. Field Orders. 72 c. Change Orders. 73 d. Letter of Final Acceptance. 74 75 CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 4 76 Article 6. INDEMNIFICATION 77 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, 78 its officers, servants and employees, from and against any and all claims arising out of, oralleged 79 to arise out of, the work and services to be performed by the contractor, its officers, agents, 80 employees, subcontractors, licenses or invitees under this contract. This indemnification provision 81 is specifically intended to overate and be effective even if it is alleged or proven that all or some 82 of the damages being sought were caused, in whole or in part, by anv act. omission orneglieence 83 of the cit,r. This indemnity provision is intended to include, without limitation, indemnity for costs, 84 expenses and legal fees incurred by the city in defending against such claims and causes of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its 87 officers, servants and employees, from and against any and all loss, damage or destruction of 88 property of the city, arising out of, or alleged to arise out of, the work and services to be performed 89 by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this 90 contract. This indemnification provision is specifically intended to operate and be effective even 91 if it is alleged or proven that all or some of the damages being sought were caused, in whole or in 92 part. by anv act. omission or negligence of the citv. 93 94 Article 7. MISCELLANEOUS 95 7.1 Terms. 96 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the 97 Construction Contract for Developer Awarded Projects. 98 7.2 Assignment of Contract. 99 This Agreement, including all of the Contract Documents may not be assigned by the Contractor 100 without the advanced express written consent of the Developer. 101 7.3 Successors and Assigns. 102 Developer and Contractor each binds itself, its partners, successors, assigns and legal 103 representatives to the other party hereto, in respect to all covenants, agreements and obligations 104 contained in the Contract Documents. 105 7.4 Severability. 106 Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable 107 by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall 108 continue to be valid and binding upon DEVELOPER and CONTRACTOR. 109 7.5 Governing Law and Venue. 110 This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue 111 shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, 112 Fort Worth Division. 113 114 7.6 Authority to Sign. 115 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized 116 signatory of the Contractor. 117 118 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised June 16, 2016 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 119 120 This Agreement is effective as of the last date signed by the Parties ("Effective Date"), 121 Contractor: Developer: Jackson Construction LTD Gabriel Southwest LLC 122 By: By: (5 gnatur 1 i nature) Troy L, Jackson Dean Eldrtdg;V (Printed Name) (Printed Name) Title: President Title: Manager Company Name: Jackson Construction LTD Company name: Gabriel Southwest, LLC Address: 5112 Sun Valley Dr Address: 410 N Carroll Ave Ste 180 City/State/Zip: Fort Worth, TX 76119 04/26/2023 Date City/State/Zip- Southlake, TX 76092 04/26/2023 Date CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRIJC71ON SPECIFICATION DWITMENTS — DEVELOPER AWARDED PROJECTS CPN4 104375 Revised June 16, 2016 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY THIS Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANYand MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing underthe laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, (hereinafter individually and collectively the "Company") does hereby constitute and appoint, Steven R. Foster, Jack M. Crowley, Laurie Pflug, and Teuta Luri Of Willis Towers Watson Insurance Services West, Inc of Dallas, TX each individually, if there be more than one named, as its true and lawful attorney(s)-in- fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings orsurety obligations, in pursuance ofthese presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company, in their own proper persons. Provided however, that this power of attorney limits the acts of those named herein; and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States, not to exceed Thirty Five Million and Noll 00 ($35,000,000) in any single instance That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys -in -fact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed bysuch Attorneys -in -fact shall be binding upon the Companyas if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 — The Hanover Insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 — Citizens Insurance Company of America and affirmed by each Company on March 24, 2014) IN WITN ESS WH EREOF, TH E HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY I NSU RANCE COMPANYand CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 101h day of January, 2020. MSURANCE THV.. E C0NIPAI+IY COMPANY THE HANOVER INSURANCE COMPANY MASSACHUSE TTS SAY INSURANCE COMPANY CIMPA NY OF AMERICA CITIZENS IN SUR:ANtE COMPANY OF AMERICA IBr(%`C Dice President J e H. Kawieeki. Vice President �F?1 �3 d4t9 Inc ; i .19iyti� _ THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER ) ss. On this 10th day of January, 2020 before me came the above named Executive Vice President and Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Companyand Citizens Insurance Company of America, to me personally known to bathe individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and thatthe said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. a Z, A€ILEEN V. SIMONS I4otpry Public ". t t C0MMO ommiOFt�A58ACi3tlsEtTS' ons, Noia my commission Expires Arlen V•Sirn ryP/Oc June 115, 203$ My Comm-nission Expires June 15, 2023 I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this day of CERTIFIED ��P� THE KAMOVER IRSURANCE COMPANY MA ACHUSE T fS BAY INSURANCE COMPANY iZ NS ttVStSRA_Lc -9MPANY OF AMERICA t-CarrickA 8tigh,�Jicssldent 'Me Hanover The Hanover Insurance company 1440 Lincoln Street; Worcester, MA 01653 Insurance Group® Gtizens Insurance company of America 1645 West Grand River Avenue, Howell, MI 48843 Texas Complaint Notice IMPORTANT NOTICE To obtain information or make a complaint: You may call The Hanover Insurance Company/Citizens Insurance Company of America's toll -free telephone number for information or to make a complaint at: 1-800-608-8141 AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar all numero de telefono gratis de The Hanover Insurance Company/Citizens Insurance Company of America's para informacion o para someter una queja al: 1-800-608-8141 You may also write to The Hanover Insurance Company/ Usted tambien puede escribir a The Hanover Insurance Citizens Insurance Company of America at: Company/Citizens Insurance Company of America al: 440 Lincoln Street Worcester, MA 01615 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: R O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the com- pany first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or con- dition of the attached document. 440 Lincoln Street Worcester, MA 01615 Puede comunicarse con el Departamento de Seguros de Texas para obtener information acerca de companias, coberturas, derechos o quejas al: 1-800 252 3439 Puede escribir all Departamento de Seguros de Texas: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texasgov E-mail: ConsumerProtection@tdi.state.b(.us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concemiente a su prima o a un rec- lamo, debe comunicarse con el agente o la compania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. 181-1467 t5/1A ' Atli, 6401 �Ai'.flivaLC 1ti. 1451T&35 CNA PARAMOUNT Contractors' General Liability Extension Endorsement It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows. If any other endorsement attached to this policy amends any provision also amended by this endorsement, then that other endorsement controls with respect to such provision, and the changes made by this endorsement with respect to such provision do not apply. TABLE OF CONTENTS 1. Additional Insureds 2. Additional Insured - Primary And Non -Contributory To Additional Insured's Insurance 3. Bodily Injury - Expanded Definition 4. Broad Knowledge of Occurrence/ Notice of Occurrence 5. Broad Named Insured 6. Broadened Liability Coverage For Damage To Your Product And Your Work 7. Contractual Liability - Railroads 8. Electronic Data Liability 9. Estates, Legal Representatives and Spouses 10. Expected Or Intended Injury - Exception for Reasonable Force 11. General Aggregate Limits of Insurance - Per Project 12. In Rem Actions 13. Incidental Health Care Malpractice Coverage 14. Joint Ventures/Partnership/Limited Liability Companies 15. Legal Liability - Damage To Premises / Alienated Premises / Property In The Named Insured's Care, Custody or Control 16. Liquor Liability 17. Medical Payments 18. Non -owned Aircraft Coverage 19. Non -owned Watercraft 20. Personal And Advertising Injury - Discrimination or Humiliation 21. Personal And Advertising Injury - Contractual Liability 22. Property Damage - Elevators 23. Supplementary Payments 24. Unintentional Failure To Disclose Hazards 25. Waiver of Subrogation - Blanket t an n Extp��gion O9AP C9? r Consolidated (Wrap -Up) Insurance Programs Na7 ri i?=11- Pnlirli Ivin AL i Page 1 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10 / 01 / 2 0 2 2 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta;CIM608401 Cer:iticate ID: 19517685 CNA PARAMOUNT 1. ADDITIONAL INSUREDS Contractors' General Liability Extension Endorsement a. WHO IS AN INSURED is amended to include as an Insured any person or organization described in paragraphs A. through H. below whom a Named Insured is required to add as an additional insured on this Coverage Part under a written contract or written agreement, provided such contract or agreement: (1) is currently in effect or becomes effective during the term of this Coverage Pant; and (2) was executed prior to: (a) the bodily injury or property damage; or (b) the offense that caused the personal and advertising injury, for which such additional insured seeks coverage. b. However, subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: (1) a higher limit of insurance than required by such contract or agreement; or (2) coverage broader than required by such contract or agreement, and in no event broader than that described by the applicable paragraph A. through H. below. Any coverage granted by this endorsement shall apply only to the extent permissible by law. A. Controlling Interest Any person or organization with a controlling interest in a Named Insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. such person or organization's financial control of a Named Insured; or 2. premises such person or organization owns, maintains or controls while a Named Insured leases or occupies such premises; provided that the coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. B. Co-owner of Insured Premises A co-owner of a premises co -owned by a Named Insured and covered under this insurance but only with respect to such co -owner's liability for bodily injury, property damage or personal and advertising injury as co-owner of such premises. C. Lessor of Equipment Any person or organization from whom a Named Insured leases equipment, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused, in whole or in part, by the Named Insured's maintenance, operation or use of such equipment, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. D. Lessor of Land Any person or organization from whom a Named Insured leases land but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such land, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. The CNA74705XX (1-15) Page 2 of 17 VALLEY FORGE INSURANCE COMPANY Insured Name: JACKSON CONSTRUCTION LTD Policy NO: 7034447781 Endorsement No: 1 Effective Date: 10 / 01 / 2 0 2 2 Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Ate, 3401 iL. 1S1iT�65 CNA PARAMOUNT Contractors' General Liability Extension Endorsement coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. E. Lessor of Premises An owner or lessor of premises leased to the Named Insured, or such owner or lessor's real estate manager, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such part of the premises leased to the Named Insured, and provided that the occurrence giving rise to such bodily injury or property damage, or the offense giving rise to such personal and advertising injury, takes place prior to the termination of such lease. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. F. Mortgagee, Assignee or Receiver A mortgagee, assignee or receiver of premises but only with respect to such mortgagee, assignee or receiver's liability for bodily injury, property damage or personal and advertising injury arising out of the Named Insured's ownership, maintenance, or use of a premises by a Named Insured. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. G. State or Governmental Agency or Subdivision or Political Subdivisions - Permits A state or governmental agency or subdivision or political subdivision that has issued a permit or authorization but only with respect to such state or governmental agency or subdivision or political subdivision's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. the following hazards in connection with premises a Named Insured owns, rents, or controls and to which this insurance applies: a. the existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoistaway openings, sidewalk vaults, street banners, or decorations and similar exposures; or b. the construction, erection, or removal of elevators; or c. the ownership, maintenance or use of any elevators covered by this insurance; or 2. the permitted or authorized operations performed by a Named Insured or on a Named Insured's behalf. The coverage granted by this paragraph does not apply to: a. Bodily injury, property damage or personal and advertising injury arising out of operations performed for the state or governmental agency or subdivision or political subdivision; or b. Bodily injury or property damage included within the products -completed operations hazard. With respect to this provision's requirement that additional insured status must be requested under a written contract or agreement, the Insurer will treat as a written contract any governmental permit that requires the Named Insured to add the governmental entity as an additional insured. H. Trade Show Event Lessor 1. With respect to a Named Insured's participation in a trade show event as an exhibitor, presenter or displayer, any person or organization whom the Named Insured is required to include as an additional insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury caused by: CNA74705XX (1-15) Page 3 of 17 VALLEY FORGE INSURANCE COMPANY Insured Name: JACKSON CONSTRUCTION LTD Policy NO: 7034447781 Endorsement No: 1 Effective Date: 10 / 01 / 2 0 2 2 Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta;CIM608401 Cer:iticate ID: 19517685 CNA PARAMOUNT a. the Named Insured's acts or omissions; or Contractors' General Liability Extension Endorsement b. the acts or omissions of those acting on the Named Insured's behalf, in the performance of the Named Insured's ongoing operations at the trade show event premises during the trade show event. 2. The coverage granted by this paragraph does not apply to bodily injury or property damage included within the products -completed operations hazard. 2. ADDITIONAL INSURED - PRIMARY AND NON-CONTRIBUTORY TO ADDITIONAL INSURED'S INSURANCE The Other Insurance Condition in the COMMERCIAL GENERAL LIABILITY CONDITIONS Section is amended to add the following paragraph: If the Named Insured has agreed in writing in a contract or agreement that this insurance is primary and noncontributory relative to an additional insured's own insurance, then this insurance is primary, and the Insurer will not seek contribution from that other insurance. For the purpose of this Provision 2., the additional insured's own insurance means insurance on which the additional insured is a named insured. Otherwise, and notwithstanding anything to the contrary elsewhere in this Condition, the insurance provided to such person or organization is excess of any other insurance available to such person or organization. 3. BODILY INJURY - EXPANDED DEFINITION Under DEFINITIONS, the definition of bodily injury is deleted and replaced by the following: Bodily injury means physical injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury sustained by that person at any time which results as a consequence of the physical injury, sickness or disease. 4. BROAD KNOWLEDGE OF OCCURRENCE/ NOTICE OF OCCURRENCE Under CONDITIONS, the condition entitled Duties in The Event of Occurrence, Offense, Claim or Suit is amended to add the following provisions: A. BROAD KNOWLEDGE OF OCCURRENCE The Named Insured must give the Insurer or the Insurer's authorized representative notice of an occurrence, offense or claim only when the occurrence, offense or claim is known to a natural person Named Insured, to a partner, executive officer, manager or member of a Named Insured, or an employee designated by any of the above to give such notice. B. NOTICE OF OCCURRENCE The Named Insured's rights under this Coverage Part will not be prejudiced if the Named Insured fails to give the Insurer notice of an occurrence, offense or claim and that failure is solely due to the Named Insured's reasonable belief that the bodily injury or property damage is not covered under this Coverage Part. However, the Named Insured shall give written notice of such occurrence, offense or claim to the Insurer as soon as the Named Insured is aware that this insurance may apply to such occurrence, offense or claim. 5. BROAD NAMED INSURED WHO IS AN INSURED is amended to delete its Paragraph 3. in its entirety and replace it with the following: Pursuant to the limitations described in Paragraph 4. below, any organization in which a Named Insured has management control: on the effective date of this Coverage Part; or CNA74705XX (1-15) Policy No: 7034447781 Page 4 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10 / 0 1 / 2 0 2 2 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atia 3401 iL. 1S1iT�65 CNA PARAMOUNT Contractors' General Liability Extension Endorsement b. by reason of a Named Insured creating or acquiring the organization during the policy period, qualifies as a Named Insured, provided that there is no other similar liability insurance, whether primary, contributory, excess, contingent or otherwise, which provides coverage to such organization, or which would have provided coverage but for the exhaustion of its limit, and without regard to whether its coverage is broader or narrower than that provided by this insurance. But this BROAD NAMED INSURED provision does not apply to: (a) any partnership, limited liability company or joint venture; or (b) any organization for which coverage is excluded by another endorsement attached to this Coverage Part. For the purpose of this provision, management control means: A. owning interests representing more than 50% of the voting, appointment or designation power for the selection of a majority of the Board of Directors of a corporation; or B. having the right, pursuant to a written trust agreement, to protect, control the use of, encumber or transfer or sell property held by a trust. 4. With respect to organizations which qualify as Named Insureds by virtue of Paragraph 3. above, this insurance does not apply to: a. bodily injury or property damage that first occurred prior to the date of management control, or that first occurs after management control ceases; nor b. personal or advertising injury caused by an offense that first occurred prior to the date of management control or that first occurs after management control ceases. 5. The insurance provided by this Coverage Part applies to Named Insureds when trading under their own names or under such other trading names or doing -business -as names (dba) as any Named Insured should choose to employ. 6. BROADENED LIABILITY COVERAGE FOR DAMAGE TO YOUR PRODUCT AND YOUR WORK A. Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusions k. and I. and replace them with the following: This insurance does not apply to: k. Damage to Your Product Property damage to your product arising out of it, or any part of it except when caused by or resulting from: (1) fire; (2) smoke; (3) collapse; or (4) explosion. I. Damage to Your Work Property damage to your work arising out of it, or any part of it and included in the products -completed operations hazard. This exclusion does not apply: (1) If the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor; or CNA74705XX (1-15) Page 5 of 17 VALLEY FORGE INSURANCE COMPANY Insured Name: JACKSON CONSTRUCTION LTD Policy No: 7034447781 Endorsement No: 1 Effective Date: 10 / 01 / 2 0 2 2 Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta;CIM608401 Cer:iticate ID: 19517685 CNA PARAMOUNT Contractors' General Liability Extension Endorsement (2) If the cause of loss to the damaged work arises as a result of: (a) fire; (b) smoke; (c) collapse; or (d) explosion. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for the sum of damages arising out of any one occurrence because of property damage to your product and your work that is caused by fire, smoke, collapse or explosion and is included within the product -completed operations hazard. This sublimit does not apply to property damage to your work if the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor. C. This Broadened Liability Coverage For Damage To Your Product And Your Work Provision does not apply if an endorsement of the same name is attached to this policy. 7. CONTRACTUAL LIABILITY - RAILROADS With respect to operations performed within 50 feet of railroad property, the definition of insured contract is replaced by the following: Insured Contract means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner is not an insured contract; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; That part of any other contract or agreement pertaining to the Named Insured's business (including an indemnification of a municipality in connection with work performed for a municipality) under which the Named Insured assumes the tort liability of another party to pay for bodily injury or property damage to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; (2) Under which the Insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in (1) above and supervisory, inspection, architectural or engineering activities. 8. ELECTRONIC DATA LIABILITY CNA74705XX (1-15) Page 6 of 17 VALLEY FORGE INSURANCE COMPANY Insured Name: JACKSON CONSTRUCTION LTD Policy No: 7034447781 Endorsement No: 1 Effective Date: 10 / 01 / 2 0 2 2 Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Ate, 3401 iL. 1S1iT�65 CNA PARAMOUNT Contractors' General Liability Extension Endorsement A. Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion p. Electronic Data and replace it with the following: This insurance does not apply to: p. Access Or Disclosure Of Confidential Or Personal Information And Data -related Liability Damages arising out of: (1) any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information; or (2) the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate electronic data that does not result from physical injury to tangible property. However, unless Paragraph (1) above applies, this exclusion does not apply to damages because of bodily injury. This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relation expenses or any other loss, cost or expense incurred by the Named Insured or others arising out of that which is described in Paragraph (1) or (2) above. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for all damages arising out of any one occurrence because of property damage that results from physical injury to tangible property and arises out of electronic data. C. The following definition is added to DEFINITIONS: Electronic data means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD-ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. D. For the purpose of the coverage provided by this ELECTRONIC DATA LIABILITY Provision, the definition of property damage in DEFINITIONS is replaced by the following: Property damage means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the occurrence that caused it; or c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate electronic data, resulting from physical injury to tangible property. All such loss of electronic data shall be deemed to occur at the time of the occurrence that caused it. For the purposes of this insurance, electronic data is not tangible property. E. If Electronic Data Liability is provided at a higher limit by another endorsement attached to this policy, then the $100,000 limit provided by this ELECTRONIC DATA LIABILITY Provision is part of, and not in addition to, that higher limit. 9. ESTATES, LEGAL REPRESENTATIVES, AND SPOUSES The estates, heirs, legal representatives and spouses of any natural person Insured shall also be insured under this policy; provided, however, coverage is afforded to such estates, heirs, legal representatives, and spouses only for CNA74705XX (1-15) Page 7 of 17 VALLEY FORGE INSURANCE COMPANY Insured Name: JACKSON CONSTRUCTION LTD Policy No: 7034447781 Endorsement No: 1 Effective Date: 10 / 01 / 2 0 2 2 Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta;CIM608401 Cer:iticate ill: 19517685 CNA PARAMOUNT Contractors' General Liability Extension Endorsement claims arising solely out of their capacity or status as such and, in the case of a spouse, where such claim seeks damages from marital community property, jointly held property or property transferred from such natural person Insured to such spouse. No coverage is provided for any act, error or omission of an estate, heir, legal representative, or spouse outside the scope of such person's capacity or status as such, provided however that the spouse of a natural person Named Insured and the spouses of members or partners of joint venture or partnership Named Insureds are Insureds with respect to such spouses' acts, errors or omissions in the conduct of the Named Insured's business. 10. EXPECTED OR INTENDED INJURY - EXCEPTION FOR REASONABLE FORCE Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Expected or Intended Injury and replace it with the following: This insurance does not apply to: Expected or Intended Injury Bodily injury or property damage expected or intended from the standpoint of the Insured. This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property. 11. GENERAL AGGREGATE LIMITS OF INSURANCE - PER PROJECT A. For each construction project away from premises the Named Insured owns or rents, a separate Construction Project General Aggregate Limit, equal to the amount of the General Aggregate Limit shown in the Declarations, is the most the Insurer will pay for the sum of: 1. All damages under Coverage A, except damages because of bodily injury or property damage included in the products -completed operations hazard; and 2. All medical expenses under Coverage C, that arise from occurrences or accidents which can be attributed solely to ongoing operations at that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations, nor the Construction Project General Aggregate Limit of any other construction project. B. All: 1. Damages under Coverage B, regardless of the number of locations or construction projects involved; 2. Damages under Coverage A, caused by occurrences which cannot be attributed solely to ongoing operations at a single construction project, except damages because of bodily injury or property damage included in the products -completed operations hazard; and 3. Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single construction project, will reduce the General Aggregate Limit shown in the Declarations. C. The limits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and for Medical Expense continue to apply, but will be subject to either the Construction Project General Aggregate Limit or the General Aggregate Limit shown in the Declarations, depending on whether the occurrence can be attributed solely to ongoing operations at a particular construction project. D. When coverage for liability arising out of the products -completed operations hazard is provided, any payments for damages because of bodily injury or property damage included in the products -completed operations hazard will reduce the Products -Completed Operations Aggregate Limit shown in the Declarations, regardless of the number of projects involved. CNA74705XX (1 - 15) Page 8 of 17 VALLEY FORGE INSURANCE COMPANY Insured Name: JACKSON CONSTRUCTION LTD Policy No: 7034447781 Endorsement No: 1 Effective Date: 10 / 01 / 2 0 2 2 Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Ali. 3401 �A-i'AfivaLciL. 1S1i7�65 CNA PARAMOUNT Contractors' General Liability Extension Endorsement E. If a single construction project away from premises owned by or rented to the Insured has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. F. The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. 12. IN REM ACTIONS A quasi in rem action against any vessel owned or operated by or for the Named Insured, or chartered by or for the Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured. 13. INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE Solely with respect to bodily injury that arises out of a health care incident: A. Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Insuring Agreement is amended to replace Paragraphs 1.b.(1) and i.b.(2) with the following: b. This insurance applies to bodily injury provided that the professional health care services are incidental to the Named Insured's primary business purpose, and only if: (1) such bodily injury is caused by an occurrence that takes place in the coverage territory. (2) the bodily injury first occurs during the policy period. All bodily injury arising from an occurrence will be deemed to have occurred at the time of the first act, error, or omission that is part of the occurrence; and B. Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to: i. add the following to the Employers Liability exclusion: This exclusion applies only if the bodily injury arising from a health care incident is covered by other liability insurance available to the Insured (or which would have been available but for exhaustion of its limits). ii. delete the exclusion entitled Contractual Liability and replace it with the following: This insurance does not apply to: Contractual Liability the Insured's actual or alleged liability under any oral or written contract or agreement, including but not limited to express warranties or guarantees. iii. add the following additional exclusions: This insurance does not apply to: Discrimination any actual or alleged discrimination, humiliation or harassment, including but not limited to claims based on an individual's race, creed, color, age, gender, national origin, religion, disability, marital status or sexual orientation. Dishonesty or Crime Any actual or alleged dishonest, criminal or malicious act, error or omission. Medicare/Medicaid Fraud CNA74705XX (1-15) Policy No: 7034447781 Page 9 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta ;CIM608401 Cer aticate ID: 19517685 CNA PARAMOUNT Contractors' General Liability Extension Endorsement any actual or alleged violation of law with respect to Medicare, Medicaid, Tricare or any similar federal, state or local governmental program. Services Excluded by Endorsement Any health care incident for which coverage is excluded by endorsement. C. DEFINITIONS is amended to: i. add the following definitions: Health care incident means an act, error or omission by the Named Insured's employees or volunteer workers in the rendering of: a. professional health care services on behalf of the Named Insured or b. Good Samaritan services rendered in an emergency and for which no payment is demanded or received. Professional health care services means any health care services or the related furnishing of food, beverages, medical supplies or appliances by the following providers in their capacity as such but solely to the extent they are duly licensed as required: a. Physician; b. Nurse; c. Nurse practitioner; d. Emergency medical technician; e. Paramedic; f. Dentist; g. Physical therapist; h. Psychologist; i. Speech therapist; j. Other allied health professional; or Professional health care services does not include any services rendered in connection with human clinical trials or product testing. ii. delete the definition of occurrence and replace it with the following: Occurrence means a health care incident. All acts, errors or omissions that are logically connected by any common fact, circumstance, situation, transaction, event, advice or decision will be considered to constitute a single occurrence; iii. amend the definition of Insured to: a. add the following: the Named Insured's employees are Insureds with respect to: (1) bodily injury to a co -employee while in the course of the co -employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; and CNA74705XX (1-15) Policy No: 7034447781 Page 10 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Ali. 0401 iL. 1S1iT�65 CNA PARAMOUNT Contractors' General Liability Extension Endorsement (2) bodily injury to a volunteer worker while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. the Named Insured's volunteer workers are Insureds with respect to: (1) bodily injury to a co -volunteer worker while performing duties related to the conduct of the Named Insured's business; and (2) bodily injury to an employee while in the course of the employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. b. delete Subparagraphs (a), (b), (c) and (d) of Paragraph 2.a.(1) of WHO IS AN INSURED. D. The Other Insurance condition is amended to delete Paragraph b.(1) in its entirety and replace it with the following: Other Insurance b. Excess Insurance (1) To the extent this insurance applies, it is excess over any other insurance, self insurance or risk transfer instrument, whether primary, excess, contingent or on any other basis, except for insurance purchased specifically by the Named Insured to be excess of this coverage. 14. JOINT VENTURES / PARTNERSHIP / LIMITED LIABILITY COMPANIES WHO IS AN INSURED is amended to delete its last paragraph and replace it with the following: No person or organization is an Insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations, except that if the Named Insured was a joint venturer, partner, or member of a limited liability company and such joint venture, partnership or limited liability company terminated prior to or during the policy period, such Named Insured is an Insured with respect to its interest in such joint venture, partnership or limited liability company but only to the extent that: a. any offense giving rise to personal and advertising injury occurred prior to such termination date, and the personal and advertising injury arising out of such offense first occurred after such termination date; b. the bodily injury or property damage first occurred after such termination date; and c. there is no other valid and collectible insurance purchased specifically to insure the partnership, joint venture or limited liability company; and If the joint venture, partnership or limited liability company is or was insured under a consolidated (wrap-up) insurance program, then such insurance will always be considered valid and collectible for the purpose of paragraph c. above. But this provision will not serve to exclude bodily injury, property damage or personal and advertising injury that would otherwise be covered under the Contractors General Liability Extension Endorsement provision entitled WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS. Please see that provision for the definition of consolidated (wrap-up) insurance program. 15. LEGAL LIABILITY - DAMAGE TO PREMISES / ALIENATED PREMISES / PROPERTY IN THE NAMED INSURED'S CARE, CUSTODY OR CONTROL A. Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion j. Damage to Property in its entirety and replace it with the following: This insurance does not apply to: CNA74705XX (1-15) Page 11 of 17 VALLEY FORGE INSURANCE COMPANY Insured Name: JACKSON CONSTRUCTION LTD Policy No: 7034447781 Endorsement No: 1 Effective Date: 10 / 01 / 2 0 2 2 Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta ;CIM608401 Cer aticate ID: 19517685 CNA PARAMOUNT Damage to Property Property damage to: Contractors' General Liability Extension Endorsement (1) Property the Named Insured owns, rents, or occupies, including any costs or expenses incurred by you, or any other person, organization or entity, for repair, replacement, enhancement, restoration or maintenance of such property for any reason, including prevention of injury to a person or damage to another's property; (2) Premises the Named Insured sells, gives away or abandons, if the property damage arises out of any part of those premises; (3) Property loaned to the Named Insured; (4) Personal property in the care, custody or control of the Insured; (5) That particular part of real property on which the Named Insured or any contractors or subcontractors working directly or indirectly on the Named Insured's behalf are performing operations, if the property damage arises out of those operations; or (6) That particular part of any property that must be restored, repaired or replaced because your work was incorrectly performed on it. Paragraphs (1), (3) and (4) of this exclusion do not apply to property damage (other than damage by fire) to premises rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, nor to the contents of premises rented to the Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in LIMITS OF INSURANCE. Paragraph (2) of this exclusion does not apply if the premises are your work. Paragraphs (3), (4), (5) and (6) of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraph (6) of this exclusion does not apply to property damage included in the products -completed operations hazard. Paragraphs (3) and (4) of this exclusion do not apply to property damage to: i. tools, or equipment the Named Insured borrows from others, nor ii. other personal property of others in the Named Insured's care, custody or control while being used in the Named Insured's operations away from any Named Insured's premises. However, the coverage granted by this exception to Paragraphs (3) and (4) does not apply to: a. property at a job site awaiting or during such property's installation, fabrication, or erection; b. property that is mobile equipment leased by an Insured; c. property that is an auto, aircraft or watercraft; d. property in transit; or e. any portion of property damage for which the Insured has available other valid and collectible insurance, or would have such insurance but for exhaustion of its limits, or but for application of one of its exclusions. A separate limit of insurance and deductible apply to such property of others. See LIMITS OF INSURANCE as amended below. CNA74705XX (1-15) Policy No: 7034447781 Page 12 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta . OU64U I L er allcate 111: 1 yJ 1 / ms:) CNA PARAMOUNT Contractors' General Liability Extension Endorsement B. Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete its last paragraph and replace it with the following: Exclusions c. through n. do not apply to damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner, nor to damage to the contents of premises rented to a Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in LIMITS OF INSURANCE. C. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $25,000 is the most the Insurer will pay under Coverage A for damages arising out of any one occurrence because of the sum of all property damage to borrowed tools or equipment, and to other personal property of others in the Named Insured's care, custody or control, while being used in the Named Insured's operations away from any Named Insured's premises. The Insurer's obligation to pay such property damage does not apply until the amount of such property damage exceeds $1,000. The Insurer has the right but not the duty to pay any portion of this $1,000 in order to effect settlement. If the Insurer exercises that right, the Named Insured will promptly reimburse the Insurer for any such amount. D. Paragraph 6., Damage To Premises Rented To You Limit, of LIMITS OF INSURANCE is deleted and replaced by the following: 6. Subject to Paragraph 5. above, (the Each Occurrence Limit), the Damage To Premises Rented To You Limit is the most the Insurer will pay under Coverage A for damages because of property damage to any one premises while rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, including contents of such premises rented to the Named Insured for a period of 7 or fewer consecutive days. The Damage To Premises Rented To You Limit is the greater of: a. $500,000; or b. The Damage To Premises Rented To You Limit shown in the Declarations. E. Paragraph 4.b.(1)(a)(ii) of the Other Insurance Condition is deleted and replaced by the following: (ii) That is property insurance for premises rented to the Named Insured, for premises temporarily occupied by the Named Insured with the permission of the owner; or for personal property of others in the Named Insured's care, custody or control; 16. LIQUOR LIABILITY Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Liquor Liability. This LIQUOR LIABILITY provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 17. MEDICAL PAYMENTS A. LIMITS OF INSURANCE is amended to delete Paragraph 7. (the Medical Expense Limit) and replace it with the following: 7. Subject to Paragraph 5. above (the Each Occurrence Limit), the Medical Expense Limit is the most the Insurer will pay under Coverage C - Medical Payments for all medical expenses because of bodily injury sustained by any one person. The Medical Expense Limit is the greater of: (1) $15,000 unless a different amount is shown here: $N,NNN,NNN,NNN; or (2) the amount shown in the Declarations for Medical Expense Limit. CNA74705XX (1-15) Page 13 of 17 VALLEY FORGE INSURANCE COMPANY Insured Name: JACKSON CONSTRUCTION LTD FCM � Policy No: 7034447781 Endorsement No: 1 Effective Date: 10/01/2022 Atta,hment Code: ll608401 Cer:iticate ill: 19517685 CNA PARAMOUNT Contractors' General Liability Extension Endorsement B. Under COVERAGES, the Insuring Agreement of Coverage C - Medical Payments is amended to replace Paragraph 1.a.(3)(b) with the following: (b) The expenses are incurred and reported to the Insurer within three years of the date of the accident; and 18. NON -OWNED AIRCRAFT Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended as follows: The exclusion entitled Aircraft, Auto or Watercraft is amended to add the following: This exclusion does not apply to an aircraft not owned by any Named Insured, provided that: 1. the pilot in command holds a currently effective certificate issued by the duly constituted authority of the United States of America or Canada, designating that person as a commercial or airline transport pilot; 2. the aircraft is rented with a trained, paid crew to the Named Insured; and 3. the aircraft is not being used to carry persons or property for a charge. 19. NON -OWNED WATERCRAFT Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete subparagraph (2) of the exclusion entitled Aircraft, Auto or Watercraft, and replace it with the following. This exclusion does not apply to: (2) a watercraft that is not owned by any Named Insured, provided the watercraft is: (a) less than 75 feet long; and (b) not being used to carry persons or property for a charge. 20. PERSONAL AND ADVERTISING INJURY -DISCRIMINATION OR HUMILIATION A. Under DEFINITIONS, the definition of personal and advertising injury is amended to add the following tort: Discrimination or humiliation that results in injury to the feelings or reputation of a natural person. B. Under COVERAGES, Coverage B - Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to: 1. delete the Exclusion entitled Knowing Violation Of Rights Of Another and replace it with the following: This insurance does not apply to: Knowing Violation of Rights of Another Personal and advertising injury caused by or at the direction of the Insured with the knowledge that the act would violate the rights of another and would inflict personal and advertising injury. This exclusion shall not apply to discrimination or humiliation that results in injury to the feelings or reputation of a natural person, but only if such discrimination or humiliation is not done intentionally by or at the direction of: (a) the Named Insured; or (b) any executive officer, director, stockholder, partner, member or manager (if the Named Insured is a limited liability company) of the Named Insured. 2. add the following exclusions: CNA74705XX (1-15) Page 14 of 17 VALLEY FORGE INSURANCE COMPANY Insured Name: JACKSON CONSTRUCTION LTD Policy No: 7034447781 Endorsement No: 1 Effective Date: 10/01/2022 Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Ali. 3401 iL. 1S1iT�65 CNA PARAMOUNT Contractors' General Liability Extension Endorsement This insurance does not apply to: Employment Related Discrimination Discrimination or humiliation directly or indirectly related to the employment, prospective employment, past employment or termination of employment of any person by any Insured. Premises Related Discrimination discrimination or humiliation arising out of the sale, rental, lease or sub -lease or prospective sale, rental, lease or sub -lease of any room, dwelling or premises by or at the direction of any Insured. Notwithstanding the above, there is no coverage for fines or penalties levied or imposed by a governmental entity because of discrimination. The coverage provided by this PERSONAL AND ADVERTISING INJURY -DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization whose status as an Insured derives solely from Provision 1. ADDITIONAL INSURED of this endorsement; or attachment of an additional insured endorsement to this Coverage Part. This PERSONAL AND ADVERTISING INJURY -DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 21. PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY A. Under COVERAGES, Coverage B -Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Contractual Liability. B. Solely for the purpose of the coverage provided by this PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY provision, the following changes are made to the section entitled SUPPLEMENTARY PAYMENTS - COVERAGES A AND B: 1. Paragraph 2.d. is replaced by the following: d. The allegations in the suit and the information the Insurer knows about the offense alleged in such suit are such that no conflict appears to exist between the interests of the Insured and the interests of the indemnitee; 2. The first unnumbered paragraph beneath Paragraph 2.f.(2)(b) is deleted and replaced by the following: So long as the above conditions are met, attorneys fees incurred by the Insurer in the defense of that indemnitee, necessary litigation expenses incurred by the Insurer, and necessary litigation expenses incurred by the indemnitee at the Insurer's request will be paid as defense costs. Such payments will not be deemed to be damages for personal and advertising injury and will not reduce the limits of insurance. C. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply if Coverage B -Personal and Advertising Injury Liability is excluded by another endorsement attached to this Coverage Part. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 22. PROPERTY DAMAGE - ELEVATORS A. Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended such that the Damage to Your Product Exclusion and subparagraphs (3), (4) and (6) of the Damage to Property Exclusion do not apply to property damage that results from the use of elevators. CNA74705XX (1-15) Page 15 of 17 VALLEY FORGE INSURANCE COMPANY Insured Name: JACKSON CONSTRUCTION LTD Policy No: 7034447781 Endorsement No: 1 Effective Date: 10 / 01 / 2 0 2 2 Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta;CIM608401 Cer:iticate ID: 19517685 CNA PARAMOUNT Contractors' General Liability Extension Endorsement B. Solely for the purpose of the coverage provided by this PROPERTY DAMAGE - ELEVATORS Provision, the Other Insurance conditions is amended to add the following paragraph: This insurance is excess over any of the other insurance, whether primary, excess, contingent or on any other basis that is Property insurance covering property of others damaged from the use of elevators. 23. SUPPLEMENTARY PAYMENTS The section entitled SUPPLEMENTARY PAYMENTS - COVERAGES A AND B is amended as follows: A. Paragraph 1.b. is amended to delete the $250 limit shown for the cost of bail bonds and replace it with a $5,000. limit; and B. Paragraph 1.d. is amended to delete the limit of $250 shown for daily loss of earnings and replace it with a $1,000. limit. 24. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS If the Named Insured unintentionally fails to disclose all existing hazards at the inception date of the Named Insured's Coverage Part, the Insurer will not deny coverage under this Coverage Part because of such failure. 25. WAIVER OF SUBROGATION - BLANKET Under CONDITIONS, the condition entitled Transfer Of Rights Of Recovery Against Others To Us is amended to add the following: The Insurer waives any right of recovery the Insurer may have against any person or organization because of payments the Insurer makes for injury or damage arising out of: 1. the Named Insured's ongoing operations; or 2. your work included in the products -completed operations hazard. However, this waiver applies only when the Named Insured has agreed in writing to waive such rights of recovery in a written contract or written agreement, and only if such contract or agreement: 1. is in effect or becomes effective during the term of this Coverage Part; and 2. was executed prior to the bodily injury, property damage or personal and advertising injury giving rise to the claim. 26. WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Note: The following provision does not apply to any public construction project in the state of Oklahoma, nor to any construction project in the state of Alaska, that is not permitted to be insured under a consolidated (wrap-up) insurance program by applicable state statute or regulation. If the endorsement EXCLUSION - CONSTRUCTION WRAP-UP is attached to this policy, or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.) or Contractor Controlled Insurance Programs (C.C.I.P.) is attached, then the following changes apply: A. The following wording is added to the above -referenced endorsement: With respect to a consolidated (wrap-up) insurance program project in which the Named Insured is or was involved, this exclusion does not apply to those sums the Named Insured become legally obligated to pay as damages because of: Bodily injury, property damage, or personal or advertising injury that occurs during the Named Insured's ongoing operations at the project, or during such operations of anyone acting on the Named Insured's behalf; nor CNA74705XX (1-15) Page 16 of 17 VALLEY FORGE INSURANCE COMPANY Insured Name: JACKSON CONSTRUCTION LTD Policy No: 7034447781 Endorsement No: 1 Effective Date: 10 / 01 / 2 0 2 2 Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Ate, 3401 iL. 1S1i7�65 CNA PARAMOUNT Contractors' General Liability Extension Endorsement 2. Bodily injury or property damage included within the products -completed operations hazard that arises out of those portions of the project that are not residential structures. B. Condition 4. Other Insurance is amended to add the following subparagraph 4.b.(1)(c): This insurance is excess over: (c) Any of the other insurance whether primary, excess, contingent or any other basis that is insurance available to the Named Insured as a result of the Named Insured being a participant in a consolidated (wrap-up) insurance program, but only as respects the Named Insured's involvement in that consolidated (wrap-up) insurance program. C. DEFINITIONS is amended to add the following definitions: Consolidated (wrap-up) insurance program means a construction, erection or demolition project for which the prime contractor/project manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved in the project, such as an Owner Controlled Insurance Program (O.C.I.P.) or Contractor Controlled Insurance Program (C.C.I.P.). Residential structure means any structure where 30% or more of the square foot area is used or is intended to be used for human residency, including but not limited to: 1. single or multifamily housing, apartments, condominiums, townhouses, co-operatives or planned unit developments; and 2. the common areas and structures appurtenant to the structures in paragraph 1. (including pools, hot tubs, detached garages, guest houses or any similar structures). However, when there is no individual ownership of units, residential structure does not include military housing, college/university housing or dormitories, long term care facilities, hotels or motels. Residential structure also does not include hospitals or prisons. This WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA74705XX (1-15) Policy No: 7034447781 Page 17 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Ate, 34GS �li'AfivaL'c iL. 1S 1i7�65 CNA PARAMOUNT Blanket Additional Insured - Owners, Lessees or Contractors -with Products -Completed Operations Coverage Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART It is understood and agreed as follows: I. WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this coverage part, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused in whole or in part by your acts or omissions, or the acts or omissions of those acting on your behalf: A. in the performance of your ongoing operations subject to such written contract; or B. in the performance of your work subject to such written contract, but only with respect to bodily injury or property damage included in the products -completed operations hazard, and only if: 1. the written contract requires you to provide the additional insured such coverage; and 2. this coverage part provides such coverage. II. But if the written contract requires: A. additional insured coverage under the 11-85 edition, 10-93 edition, or 10-01 edition of CG2010, or under the 1001 edition of CG2037; or B. additional insured coverage with "arising out of language; or C. additional insured coverage to the greatest extent permissible by law; then paragraph I. above is deleted in its entirety and replaced by the following: WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this coverage part, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of your work that is subject to such written contract. III. Subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: A. coverage broader than required by the written contract; or B. a higher limit of insurance than required by the written contract. IV. The insurance granted by this endorsement to the additional insured does not apply to bodily injury, property damage, or personal and advertising injury arising out of: A. the rendering of, or the failure to render, any professional architectural, engineering, or surveying services, including: 1. the preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and 2. supervisory, inspection, architectural or engineering activities; or B. any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this coverage part. V. Under COMMERCIAL GENERAL LIABILITY CONDITIONS, the Condition entitled Other Insurance is amended to add the following, which supersedes any provision to the contrary in this Condition or elsewhere in this coverage part: CNA75079XX (10-16) Policy No: 7034447781 Page 1 of 2 Endorsement No: 2 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta, 6UtS4Uy Cerahcate lll: 1y51"/2SiS5 �� CNA PARAMOUNT Blanket Additional Insured - Owners, Lessees or Contractors -with Products -Completed Operations Coverage Endorsement Primary and Noncontributory Insurance With respect to other insurance available to the additional insured under which the additional insured is a named insured, this insurance is primary to and will not seek contribution from such other insurance, provided that a written contract requires the insurance provided by this policy to be: 1. primary and non-contributing with other insurance available to the additional insured; or 2. primary and to not seek contribution from any other insurance available to the additional insured. But except as specified above, this insurance will be excess of all other insurance available to the additional insured. VI. Solely with respect to the insurance granted by this endorsement, the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: The Condition entitled Duties In The Event of Occurrence, Offense, Claim or Suit is amended with the addition of the following: Any additional insured pursuant to this endorsement will as soon as practicable: 1. give the Insurer written notice of any claim, or any occurrence or offense which may result in a claim; 2. send the Insurer copies of all legal papers received, and otherwise cooperate with the Insurer in the investigation, defense, or settlement of the claim; and 3. make available any other insurance, and tender the defense and indemnity of any claim to any other insurer or self -insurer, whose policy or program applies to a loss that the Insurer covers under this coverage part. However, if the written contract requires this insurance to be primary and non-contributory, this paragraph 3. does not apply to insurance on which the additional insured is a named insured. The Insurer has no duty to defend or indemnify an additional insured under this endorsement until the Insurer receives written notice of a claim from the additional insured. VII. Solely with respect to the insurance granted by this endorsement, the section entitled DEFINITIONS is amended to add the following definition: Written contract means a written contract or written agreement that requires you to make a person or organization an additional insured on this coverage part, provided the contract or agreement: A. is currently in effect or becomes effective during the term of this policy; and B. was executed prior to: 1. the bodily injury or property damage; or 2. the offense that caused the personal and advertising injury; for which the additional insured seeks coverage. Any coverage granted by this endorsement shall apply solely to the extent permissible by law. All other terms and conditions of the Policy remain unchanqed. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA75079XX (10-16) Page 2 of 2 VALLEY FORGE INSURANCE COMPANY Insured Name: JACKSON CONSTRUCTION LTD Policy No: 7034447781 Endorsement No: 2 Effective Date: 10 / 01 / 2 0 2 2 Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Attachment Code: D608395 Certificate ID: 19517885 CNA Workers Compensation And Employers Liability Insurance Policy Endorsement Tiis endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. Specific Waiver Name of person or organization X Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: All Texas Operations 3. Premium: The premium charge for this endorsement shall be 2% percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Refer to Schedule of Operations All other terms and conditions of the policy remain unchanged. This endorsement, which forms a part of and is for attachment to the policy issued by the designated Insurers, takes effect on the Policy Effective Date of said policy at the hour stated in said policy, unless another effective date (the Endorsement Effective Date) is shown below, and expires concurrently with said policy unless another expiration date is shown below. Form No: WC 42 03 04 B (06-2014) Policy No: 7034448204 Policy Endorsement Effective Date: Endorsement Expiration Date: Effective Date: 10/1/2022 Policy Endorsement No: 6; Page: 1 of 1 Page: 15 of 15 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 ® Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. 67241409 121-22 GL/Auto/WC/$10mil Umb/Equip I Krista Aburrow 13/17/2022 1:50:19 PM (CDT) I Page 11 of 11 Attachment Code: D608402 Certificate ID: 19517885 CNA Business Auto Policy Policy Endorsement I THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named insured: JACKSON CUIVS I RUC 11UIV L I D Endorsement Effective Date: 10/1/2022 SCHEDULE Insurance Company: Valley Forge Insurance Company Policy Number: 7034434075 Expiration Date: 10/1/2023 Named Insured: JACKSON CONSTRUCTION LTD Address: 5112 SUN VALLEY DR FORT WORTH, TX 76119-6410 Additional Insured (Lessor): Address: Effective Date: 10/1/2022 Designation Or Description Of "Leased Autos": Per Schedule On File With Company Coverages Limit Of Insurance Liability $ 1,000,000 Each "Accident" Comprehensive Actual Cash Value Or Cost Of Repair, Whichever Is Less, Minus Refer to Declarations Deductible For Each Covered "Leased Auto" Collision Actual Cash Value Or Cost Of Repair, Whichever Is Less, Minus Refer to Declarations Deductible For Each Covered "Leased Auto" Specified Causes Of Loss Actual Cash Value Or Cost Of Repair, Whichever Is Less, Minus Deductible For Each Covered "Leased Auto" Policy No: BUA 7034434075Policy Effective Date: 10/1/2022 Policy Form No: CA 20 01 10 13 Page: 15 of 34 Endorsement Effective Date: Endorsement Expiration Date: Endorsement No: 3; Page: 1 of 2 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 Attachment Code: D6O84O2 Certificate ID: 19517885 c Copyright Insurance Services Office, Inc., 2011 67241409 1 22-23 GL/Auto/WC/$10mil Umb/Equip I Krista Aburrow 1 3/17/2022 1:50:14 PM (CDT) I Page 6 of 11 Attachment Code: D6O84O2 Certificate ID: 19517885 CNA Business Auto Policy Policy Endorsement I Information required to complete this Schedule, if not shown above, will be shown in the Declarations A. Coverage 1. Any "leased auto" designated or described in the Schedule will be considered a covered "auto" you own and not a covered "auto" you hire or borrow. 2. For a "leased auto" designated or described in the Schedule, the Who Is An Insured provision under Covered Autos Liability Coverage is changed to include as an "insured" the lessor named in the Schedule. However, the lessor is an "insured" only for "bodily injury" or "property damage" resulting from the acts or omissions by: a. You; b. Any of your "employees" or agents; or c. Any person, except the lessor or any "employee" or agent of the lessor, operating a "leased auto" with the permission of any of the above. 3. The coverages provided under this endorsement apply to any "leased auto" described in the Schedule until the expiration date shown in the Schedule, or when the lessor or his or her agent takes possession of the "leased auto", whichever occurs first. B. Loss Payable Clause 1. We will pay, as interest may appear, you and the lessor named in this endorsement for "loss" to a " leased auto". 2. The insurance covers the interest of the lessor unless the "loss" results from fraudulent acts or omissions on your part. 3. If we make any payment to the lessor, we will obtain his or her rights against any other party. C. Cancellation 1. If we cancel the policy, we will mail notice to the lessor in accordance with the Cancellation Common Policy Condition. 2. If you cancel the policy, we will mail notice to the lessor. 3. Cancellation ends this agreement. D. The lessor is not liable for payment of your premiums. E. Additional Definition As used in this endorsement: "Leased auto" means an "auto" leased or rented to you, including any substitute, replacement or extra " auto" needed to meet seasonal or other needs, under a leasing or rental agreement that requires you to provide direct primary insurance for the lessor. Form No: CA 20 01 10 13 Endorsement Effective Date: Endorsement Expiration Date: Endorsement No: 3; Page: 2 of 2 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy No: 7034434075 Policy Effective Date: 10/1/2022 Policy Page: 16 of 34 c Copyright Insurance Services Office, Inc., 2011 6-241409 1 22-23 GL/Auto/WC/$10mi1 Omb/Equip I Krista Aburrow 1 3/17/2022 1:50:14 PM (CDT) I Page 7 of 11 C Attachment Code: D608402 Certificate ID: 19517885 Attachment Code: D620980 Certificate ID: 19517885 Business Auto Policy Policy Endorsement �h��►i�",,*l:a47�:%Yia►i��4��h�li4:v_i�i4�i►i����.iti�iR�ua►ikaa r�i�►�4+��iGi 111�. i iILI THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM I. LIABILITY COVERAGE A. Who Is An Insured The following is added to Section II, Paragraph A.1., Who Is An Insured: 1. a. Any incorporated entity of which the Named Insured owns a majority of the voting stock on the date of inception of this Coverage Form; provided that, b. The insurance afforded by this provision A.1. does not apply to any such entity that is an insured under any other liability "policy" providing auto coverage. 2. Any organization you newly acquire or form, other than a limited liability company, partnership or joint venture, and over which you maintain majority ownership interest. The insurance afforded by this provision A.2.: a. Is effective on the acquisition or formation date, and is afforded only until the end of the policy period of this Coverage Form, or the next anniversary of its inception date, whichever is earlier. b. Does not apply to: (1) Bodily injury or property damage caused by an accident that occurred before you acquired or formed the organization; or (2) Any such organization that is an insured under any other liability "policy" providing auto coverage. 3. Any person or organization that you are required by a written contract to name as an additional insured is an insured but only with respect to their legal liability for acts or omissions of a person, who qualifies as an insured under SECTION II — WHO IS AN INSURED and for whom Liability Coverage is afforded under this policy. If required by written contract, this insurance will be primary and non-contributory to insurance on which the additional insured is a Named Insured. 4. An employee of yours is an insured while operating an auto hired or rented under a contract or agreement in that employee's name, with your permission, while performing duties related to the conduct of your business. "Policy", as used in this provision A. Who Is An Insured, includes those policies that were in force on the inception date of this Coverage Form but: 1. Which are no longer in force; or 2. Whose limits have been exhausted. B. Bail Bonds and Loss of Earnings Section II, Paragraphs A.2. (2) and A.2. (4) are revised as follows: 1. In a.(2), the limit for the cost of bail bonds is changed from $2,000 to $5,000; and 2. In a.(4), the limit for the loss of earnings is changed from $250 to $500 a day Form No: CNA63359XX (04-2012) Policy No: 7034434075 Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 10/1/2022 Endorsement No: 11; Page: 1 of 4 Policy Page: 66 of 305 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. Attachment Code: D620980 Certificate ID: 19517885 Business Auto Policy Policy Endorsement C. Fellow Employee Section II, Paragraph B.5 does not apply. Such coverage as is afforded by this provision C. is excess over any other collectible insurance. II. PHYSICAL DAMAGE COVERAGE A. Glass Breakage — Hitting A Bird Or Animal — Failing Objects Or Missiles The following is added to Section III, Paragraph A.3.: With respect to any covered auto, any deductible shown in the Declarations will not apply to glass breakage if such glass is repaired, in a manner acceptable to us, rather than replaced. B. Transportation Expenses Section III, Paragraph AA.a. is revised, with respect to transportation expense incurred by you, to provide: a. $60 per day, in lieu of $20; subject to b. $1,800 maximum, in lieu of $600. C. Loss of Use Expenses Section III, Paragraph AA.b. is revised, with respect to loss of use expenses incurred by you, to provide: a. $1,000 maximum, in lieu of $600. D. Hired "Autos" The following is added to Section III. Paragraph A.: 5. Hired "Autos" If Physical Damage coverage is provided under this policy, and such coverage does not extend to Hired Autos, then Physical Damage coverage is extended to: a. Any covered auto you lease, hire, rent or borrow without a driver; and b. Any covered auto hired or rented by your employee without a driver, under a contract in that individual employee's name, with your permission, while performing duties related to the conduct of your business. C. The most we will pay for any one accident or loss is the actual cash value, cost of repair, cost of replacement or $75,000, whichever is less, minus a $500 deductible for each covered auto. No deductible applies to loss caused by fire or lightning. d. The physical damage coverage as is provided by this provision is equal to the physical damage coverage(s) provided on your owned autos. e. Such physical damage coverage for hired autos will: (1) Include loss of use, provided it is the consequence of an accident for which the Named Insured is legally liable, and as a result of which a monetary loss is sustained by the leasing or rental concern. (2) Such coverage as is provided by this provision will be subject to a limit of $750 per accident. E. Airbag Coverage The following is added to Section III, Paragraph B.3.: The accidental discharge of an airbag shall not be considered mechanical breakdown. Form No: CNA63359XX (04-2012) Policy No: 7034434075 Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 10/1/2022 Endorsement No: 11; Page: 2 of 4 Policy Page: 67 of 305 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. Attachment Code: D620980 Certificate ID: 19517885 Business Auto Policy Policy Endorsement F. Electronic Equipment Section III, Paragraphs B.4.c and BA.d. are deleted and replaced by the following: C. Physical Damage Coverage on a covered auto also applies to loss to any permanently installed electronic equipment including its antennas and other accessories d. A $100 per occurrence deductible applies to the coverage provided by this provision. G. Diminution In Value The following is added to Section III, Paragraph B.6.: Subject to the following, the diminution in value exclusion does not apply to: a. Any covered auto of the private passenger type you lease, hire, rent or borrow, without a driver for a period of 30 days or less, while performing duties related to the conduct of your business; and b. Any covered auto of the private passenger type hired or rented by your employee without a driver for a period of 30 days or less, under a contract in that individual employee's name, with your permission, while performing duties related to the conduct of your business. c. Such coverage as is provided by this provision is limited to a diminution in value loss arising directly out of accidental damage and not as a result of the failure to make repairs; faulty or incomplete maintenance or repairs; or the installation of substandard parts. d. The most we will pay for loss to a covered auto in any one accident is the lesser of: (1) $5,000; or (2) 20% of the auto's actual cash value (ACV). III. Drive Other Car Coverage — Executive Officers The following is added to Sections II and III: 1. Any auto you don't own, hire or borrow is a covered auto for Liability Coverage while being used by, and for Physical Damage Coverage while in the care, custody or control of, any of your "executive officers", except: a. An auto owned by that "executive officer" or a member of that person's household; or b. An auto used by that "executive officer" while working in a business of selling, servicing, repairing or parking autos. Such Liability and/or Physical Damage Coverage as is afforded by this provision. (1) Equal to the greatest of those coverages afforded any covered auto; and (2) Excess over any other collectible insurance. 2. For purposes of this provision, "executive officer" means a person holding any of the officer positions created by your charter, constitution, by-laws or any other similar governing document, and, while a resident of the same household, includes that person's spouse. Such "executive officers" are insureds while using a covered auto described in this provision. IV. BUSINESS AUTO CONDITIONS A. Duties In The Event Of Accident, Claim, Suit Or Loss The following is added to Section IV, Paragraph A.2.a.: Form No: CNA63359XX (04-2012) Policy No: 7034434075 Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 10/1/2022 Endorsement No: 11; Page: 3 of 4 Policy Page: 68 of 305 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. Attachment Code: D620980 Certificate ID: 19517885 Business Auto Policy Policy Endorsement (4) Your employees may know of an accident or loss. This will not mean that you have such knowledge, unless such accident or loss is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. The following is added to Section IV, Paragraph A.2.b.: (6) Your employees may know of documents received concerning a claim or suit. This will not mean that you have such knowledge, unless receipt of such documents is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. A. Transfer Of Rights Of Recovery Against Others To Us The following is added to Section IV, Paragraph A.5. Transfer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have, because of payments we make for injury or damage, against any person or organization for whom or which you are required by written contract or agreement to obtain this waiver from us. This injury or damage must arise out of your activities under a contract with that person or organization. You must agree to that requirement prior to an accident or loss. B. Concealment, Misrepresentation or Fraud The following is added to Section IV, Paragraph B.2.: Your failure to disclose all hazards existing on the date of inception of this Coverage Form shall not prejudice you with respect to the coverage afforded provided such failure or omission is not intentional. C. Other Insurance The following is added to Section IV, Paragraph B.5.: Regardless of the provisions of Paragraphs 5.a. and 5.d. above, the coverage provided by this policy shall be on a primary non-contributory basis. This provision is applicable only when required by a written contract. That written contract must have been entered into prior to Accident or Loss. D. Policy Period, Coverage Territory Section IV, Paragraph B. 7.(5).(a). is revised to provide: a. 45 days of coverage in lieu of 30 days. V. DEFINITIONS Section V. paragraph C. is deleted and replaced by the following: Bodily injury means bodily injury, sickness or disease sustained by a person, including mental anguish, mental injury or death resulting from any of these. Form No: CNA63359XX (04-2012) Policy No: 7034434075 Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 10/1/2022 Endorsement No: 11; Page: 4 of 4 Policy Page: 69 of 305 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 SECTION 00 62 13 PERFORMANCE BOND 0062 13- 1 PERFORMANCEBOND Page 1 of 3 Bond #1097583 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Jackson Construction LTD known as "Principal" herein and The Hanover Insurance Company a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, knownas "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Gabriel Southwest L.L.C, authorized to do business in Texas ("Developer") and the City offort Worth, a Texas municipal corporation ("City"), in the penal sum of, Two Million Four Hundred Forty Thousand Six Hundred Twenty -Two Dollars ($ 2.440,622.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas forthe payment of which sum well and truly to be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly 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 23-0024;and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the 26 T" day of April 2023 , 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, equipmentlabor 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. Paving Dr_ a=nna Street Light Improvements to Serve McPherson Blvd. 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects duly and 28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well during any periodof 30 extension of the Contract that may be granted on the part of the Developer and/or City, thenthis 31 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 2 1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall hein 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 ofthe 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers onthis the 26 T" day of April 9 .20 23 . 10 11 12 13 14 15 16 ATTEST: 17 18 W ei v, 19 (Principal) Secretary 20 21 22 A 23 24 Y' l 1 C 25 ess as to Principal 26 27 28 29 30 31 32 33 34 35 36 37 38 39 MK C wlev 40 41 42 43 44 45 46 47 48 Witness as to Surety PRINCIPAL: Jackson Construction, LTD +Siat�ure� Troy L Jackson, President Name and Title Address: 5112 Sun Vallev Dr Fort Worth, TX 76119 SURETY: The Hanover Insurance Comsv BY: (;�5 S< ature - Jack M Crowley, Attorney in Fact Name and Title Address: 500 N Akard Street, #4300 Dallas, TX 75201 Telephone Number: 972-385-9800 *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 McPherson Blvd Extension STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised January 31, 2012 t 0062 14 - 1 PAYMENTBOND Pagel of 3 1 SECTION 00 6214 Bond #1097583 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Jackson Construction, LTD known as 9 "Principal" herein, and The Hanover Insurance Company a 10 corporate surety ( or sureties if more than one), duly authorized to do business in the State of 11 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 12 Developer, Gabriel Southwest LLC, authorized to do business in Texas 13 "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal 14 Sum of Two Million Four Hundred Fortv Thousand Six Hundred Twentv-Two Dollars 15 ($ 2,440,622.00), lawful money of the United States, to be paid in Fort Worth, 16 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the 17 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, 18 successors and assigns, jointly and severally, firmly by these presents: 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 21 Agreement, CFA Number 23-0024; and 22 WHEREAS, Principal has entered into a certain written Contract with Developer, 23 awarded the 26 "' day of April . 2023. which Contract is hereby 24 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment, labor and other accessories as defined by law, in the prosecution ofthe 26 Work as provided for in said Contract and designated as Water. Paving_ Drain age & Street Light Improvements to Serve McPherson Blvd 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised January 31, 2012 1 2 3 0062 14 - 2 PAYMENTBOND Page 2 of This bond is made and executed in compliance with the provisions of Chapter 2253 ofthe Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 2611 day of I 7 8 9 10 1 12 13 14 April ATTEST: (Prmcipa Secretary .2023 PRINCIPAL: Jackson Construction, LTD BY: //221 Signature Troy L Jackson, President Name and Title Address: 5112 Sun Vallev Dr Fort Worth, TX 76119 Vitress as to Principal ATTEST: (Surety) KecretLiry ,j,v- ��, Witness aJo Surety MK C/wley SURETY: The Hanover Insurance Compa BY: 42 Signatul-e' Jack M Crowley, Attorney in Fact Name and Title Address: 500 N Akrad Street, #4300 Dallas, TX 75201 Telephone Number: 972-385-9800 Note: If signed by an officer of the Surety, there must be on file a certified extract fromthe bylaws showing that this person has authority to signsuch obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH McPherson Blvd Extension STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 19 SECTION 00 62 19 MAINTENANCE BOND 00 62 19 - 1 MAINTENANCE BOND Pagel of 3 Bond #1097583 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we Jackson Construction. LTD . known as "Principal" herein and The Hanover Insurance Company a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Gabriel Southwest LLC, authorized to do business in Texas ("Developer") and the City ofFort Worth, a Texas municipal corporation ("City"), in the sum of Two Million Four Hundred Forty Thousand Six Hundred Twenty -Two Dollars (S 2,440,622.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, forpayment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities 22 Agreement, CFA Number 23-0024;and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the 26 T" day of April 20 23 , which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnishall 26 materials, equipment labor and other accessories as defined by law, in the prosecution ofthe 27 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 28 the "Work") as provided for in said Contract and designated as Water. Paving Drainage & Street Loght Improvements to Serve McPherson Blvd; and 29 30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans, specifications and Contract Documents that the Work is andwill 32 remain free from defects in materials or workmanship for and during the period of two (2)years 33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 34 CITY OF FORT WORTH McPherson Blvd Extension STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; othenviseto 8 remain in Rill force and effect. 9 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct anytimely 11 noticed defective Work, it is agreed that the Developer or City may cause any and all such 12 defective Work to be repaired and/or reconstructed with all associated costs thereof being bome 13 by the Principal and the Surety under this Maintenance Bond; and 14 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall liein 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas,Fort 17 Worth Division; and 18 19 PROVIDED FURTHER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 22 23 CITY OF FORT WORTH McPherson Blvd Extension STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised humary 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 26 T"day of April 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 , 20 23 ATTEST: (Principal) Secretary C CA ,� 1 U �- _ fiitn��,As�s as to Principal ATTEST: j (Surety") Secretary 1 Witness a/c'Surety MK CrovVley PRINCIPAL: Jackson Construction, LTD _ _— 00 120' nature k Troy L Jackson, President Name and Title Address: 5112 Sun Vallev Dr Fort Worth, TX 76119 SURETY: The Hanover Insurance Company BY: -'e Sig ature Jack M Crowley, Attorney in Fact Name and Title Address: 500 N Akard Street, #4300 Dallas, TX 75201 Telephone Number: 972-385-9800 *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 beprovided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 McPherson Blvd Extension CPN# 104375 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........................................................................................................... I DefinedTerms................................................................................................................................. I Terminology.................................................................................................................................... 5 Article2 — 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 ..................... 9.01 Authorized Changes in the Work 9.02 Notification to Surety .................. Article 10 — Change of Contract Price; Change of Contract Time 10.01 Change of Contract Price .......................................... 10.02 Change of Contract Time .......................................... 10.03 Delays........................................................................ Article 11 — Tests and Inspections; Correction, Removal or Acceptance of Defective Work.. 11.01 Notice of Defects................................................................................................... 11.02 Access to Work...................................................................................................... 11.03 Tests and Inspections............................................................................................. 11.04 Uncovering Work.............................................................................................. 11.05 City May Stop the Work........................................................................................ 11.06 Correction or Removal of Defective Work ......................................................... 11.07 Correction Period................................................................................................... 11.08 City May Correct Defective Work........................................................................ Article 12 — Completion .............................. 12.01 Contractor's Warranty of Title 1202 Partial Utilization .................... 12.03 Final Inspection ....................... 1204 Final Acceptance ..................... Article 13 — Suspension of Work........ 13.01 City May Suspend Work Article 14 —Miscellaneous ......................................... 14.01 Giving Notice ......................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 29 29 29 29 30 30 30 30 31 32 32 32 32 33 33 33 34 34 14.02 Computation of Times. 14.03 Cumulative Remedies.. 14.04 Survival of Obligations 14.05 Headings ....................... CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 34 34 35 35 0073 10-1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 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 recordedplat. 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 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 It. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 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 theAgreement. 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 theAgreement. 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 theProject. 28. Regular Working Hours —Hours beginning at 7: 00 a. in. 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 bejudged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 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 apart of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 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 theSite. 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 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 ContractDocuments. 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 1.02.13 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 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 followingways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 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 and4.02.C. 4.03 Certificates oflnsurance 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 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 parry 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 parry 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. 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of35 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 eachoccurrence 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 CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of35 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: 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 Write the name of the railroad company. (If none, then write 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. 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 Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence:: None Enter limits provided by Railroad Company (If none, write 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 - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of35 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 repairwork 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of35 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 byparticipating 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 i£ 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of35 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 0125 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of35 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 5.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use ofsubstituted 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 5.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. 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: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of35 ❑ Required for this Contract. (Check this box if there is any City Participation) X❑ 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. X11 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 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. 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 I Ith 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of35 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 shallbe 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 ofpatent 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 OtherAreas: 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of35 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 endangerit. 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of35 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 Paragraph5.16.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 Paragraph5.16.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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of35 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. 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 0133 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 causedby: 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 finalpayment; 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of35 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 4.02.13. 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 ofactions. 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of35 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 Cityfunds 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of35 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 anticipatedproject. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of35 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 anegative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of35 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of35 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 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: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 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 otherparty. 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 SECTION 01 11 00 SUMMARY OF WORK PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 011100-1 DAP SUMMARY OF WORK Pagel of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN# 104375 Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any characterresulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in theproposal. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN# 104375 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log I DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN# 104375 Revised December 20, 2012 SECTION 01 31 19 PRECONSTRUCTION MEETING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 013119-1 DAP PRECONSTRUCTION MEETING Pagel of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity eachrepresents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery ofthe distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of themeeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August 30, 2013 0131 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August 30, 2013 01 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log I DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August 30, 2013 SECTION 0133 00 DAP SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Pagel of 8 General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations inthe submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August 30, 2013 01 33 00 - 2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Sectionnumber. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 'h inches x 11 inches to 8 'h inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August 30, 2013 01 33 00 - 3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work ormaterials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limitedto: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limitedto: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August 30, 2013 01 33 00 - 4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limitedto: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations inconformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August 30, 2013 01 33 00 - 5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construedas: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code I 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August 30, 2013 01 33 00 - 6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissionsand non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bringthe submittal into conformance. b) It may be necessary to resubmit using a differentmanufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension ofContract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August 30, 2013 01 33 00 - 7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or whendirected. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit aP.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August 30, 2013 0135 13 -1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 4 PART 1-GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes, but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives, Drop Weight, Etc. 13 f. Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 19 20 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1 — General Requirements 26 3. Section 33 12 25 — Connection to Existing WaterMains 27 28 1.2 REFERENCES 29 A. Reference Standards 30 1. Reference standards cited in this Specification refer to the currentreference 31 standard published at the time of the latest revision date logged at the end of this 32 Specification, unless a date is specifically cited. 33 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter752. 34 High Voltage Overhead Lines. 35 3. North Central Texas Council of Governments (NCTCOG) — C1eanConstruction 36 Specification 37 1.3 ADMINISTRATIVE REQUIREMENTS 38 A. Coordination with the Texas Department of Transportation 39 1. When work in the right-of-way which is under the jurisdiction of the Texas 40 Department of Transportation (TxDOT): CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August, 30, 2013 0135 13 -2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 1 a. Notify the Texas Department of Transportation prior to commencing any work 2 therein in accordance with the provisions of the permit 3 b. All work performed in the TxDOT right-of-way shall be performed in 4 compliance with and subject to approval from the Texas Department of 5 Transportation 6 B. Work near High Voltage Lines 7 1. Regulatory Requirements 8 a. All Work near High Voltage Lines (more than 600 volts measured between 9 conductors or between a conductor and the ground) shall be in accordance with 10 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 11 2. Warning sign 12 a. Provide sign of sufficient size meeting all OSHA requirements. 13 3. Equipment operating within 10 feet of high voltage lines will require the following 14 safety features 15 a. Insulating cage -type of guard about the boom or arm 16 b. Insulator links on the lift hook connections for back hoes ordippers 17 c. Equipment must meet the safety requirements as set forth by OSHA andthe 18 safety requirements of the owner of the high voltage lines 19 4. Work within 6 feet of high voltage electric lines 20 a. Notification shall be given to: 21 1) The power company (example: ONCOR) 22 a) Maintain an accurate log of all such calls to power company and record 23 action taken in each case. 24 b. Coordination with power company 25 1) After notification coordinate with the power company to: 26 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 27 lower the lines 28 c. No personnel may work within 6 feet of a high voltage line before the above 29 requirements have been met. 30 C. Confined Space Entry Program 31 1. Provide and follow approved Confined Space Entry Program in accordance with 32 OSHA requirements. 33 2. Confined Spaces include: 34 a. Manholes 35 b. All other confined spaces in accordance with OSHA's Permit Requiredfor 36 Confined Spaces 37 D. Use of Explosives, Drop Weight, Etc. 38 1. When Contract Documents permit on the project the following willapply: 39 a. Public Notification 40 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 41 prior to commencing. 42 2) Minimum 24 hour public notification in accordance with Section 01 31 13 43 E. Water Department Coordination CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August, 30, 2013 0135 13 -3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 1. During the construction of this project, it will be necessary to deactivate, for a 2 period of time, existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition, the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 F. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block byblock 21 basis, prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name ofProject 29 b) City Project No (CPN) 30 c) Scope of Project (i.e. type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phonenumber 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyeris 41 delivered to all residents of the block. 42 G. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water serviceto 44 residents or businesses during construction, prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August, 30, 2013 0135 13 -4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 b. Prepare flyer on the contractor's letterhead and include thefollowing 2 information: 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the Cityinspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f. Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 H. Coordination with United States Army Corps of Engineers (USACE) 18 1. At locations in the Project where construction activities occur in areaswhere 19 USACE permits are required, meet all requirements set forth in each designated 20 permit. 21 I. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areaswhere 23 railroad permits are required, meet all requirements set forth in each designated 24 railroad permit. This includes, but is not limited to, provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f. Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with therailroad's 35 requirements. 36 J. Dust Control 37 1. Use acceptable measures to control dust at the Site. 38 a. If water is used to control dust, capture and properly dispose of wastewater. 39 b. If wet saw cutting is performed, capture and properly dispose ofslurry. 40 K. Employee Parking 41 1. Provide parking for employees at locations approved by the City. 42 43 44 45 CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August, 30, 2013 0135 13 -5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOTUSED] 10 PART 3 - EXECUTION [NOTUSED] 11 12 DATE NAME 8/31/2012 D. Johnson 13 END OF SECTION Revision Log SUMMARY OF CHANGE 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. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13 -6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUNDYOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANYOTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> X7 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 3928306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August, 30, 2013 1 2 3 4 Date: EXHIBIT B FORT WORTH DOE NO. XXXX Project dame: 0135 13 -7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised March 20, 2020 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Pagel of4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised JULY 1, 2011 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractorpersonnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion ofWork. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments ofhealth. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised JULY 1, 2011 01 50 00 - 3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised JULY 1, 2011 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised July 1, 2011 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised July 1, 2011 0157 13 -1 DAP STORM WATER POLLUTIONPREVENTION Pagel of 3 SECTION 01 5713 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 ofthe Contract 2. Division 1 — General Requirements 3. Section 3125 00 —Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH McPherson Addition Multifamily Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised July 1, 2011 01 57 13 - 2 DAP STORM WATER POLLUTIONPREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) GeneralConstruction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) GeneralConstruction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with requiredfee a) Sign and post at job site b) Send copy to City Department of Transportation and PublicWorks, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and PublicWorks, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP Submit in accordance with Section 0133 00, except as statedherein. 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 forreview CITY OF FORT WORTH McPherson Addition Multifamily Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised July 1, 2011 0157 13 -3 DAP STORM WATER POLLUTIONPREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log I DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH McPherson Addition Multifamily Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 DAP PRODUCT REQUIREMENTS Pagel of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: httDs://anus.fortworthtexas.gov/ProiectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 01 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised March 20, 2020 016600-1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Pagel of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limitedto: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of theContract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 27 28 29 30 31 32 33 34 35 36 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised April 7, 2014 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspectionby 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and generalpublic 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised April 7, 2014 1 2 ki 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 01 66 00 - 3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised April 7, 2014 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised April 7, 2014 017000-1 DAP MOBILIZATION ANDREMOBILIZATION Pagel of4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART 1 - GENERAL 16.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractors operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2 Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised April 7, 2014 01 70 00 - 2 DAP MOBILIZATION ANDREMOBILIZATION Page 2 of 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the WorkOrder. 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 16.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2 Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1. l.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised April 7, 2014 01 70 00 - 3 DAP MOBILIZATION ANDREMOBILIZATION Page 3 of 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 16.3 REFERENCES [NOT USED] 16.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 16.5 SUBMITTALS [NOT USED] 16.6 INFORMATIONAL SUBMITTALS [NOT USED] 16.7 CLOSEOUT SUBMITTALS [NOT USED] 16.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16.9 QUALITY ASSURANCE [NOT USED] 16.10DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised April 7, 2014 01 70 00 - 4 DAP MOBILIZATION ANDREMOBILIZATION Page 4 of 16.11FIELD [SITE] CONDITIONS [NOT USED] 16.12WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised April 7, 2014 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 7 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. See Changes (Highlighted in Yellow). 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. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will be 27 allowed. 28 3. As -Built Survey 29 a. Measurement 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and the materials furnished in accordance with this 33 Item are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 1.3 REFERENCES 36 A. Definitions 37 1. Construction Survev - The survey measurements made prior to orwhile 38 construction is in progress to control elevation, horizontal position, dimensions and 39 configuration of structures/improvements included in the Project Drawings. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised February 14, 2018 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 1 2. As -built Survev —The measurements made after the construction ofthe 2 improvement features are complete to provide position coordinates for the features 3 of a project. 4 3. Construction Staking — The placement of stakes and markings to provide offsets 5 and elevations to cut and fill in order to locate on the ground the designed 6 structures/improvements included in the Project Drawings. Construction staking 7 shall include staking easements and/or right of way if indicated on the plans. 8 4. Survev "Field Checks" — Measurements made after construction staking is 9 completed and before construction work begins to ensure that structures marked on 10 the ground are accurately located per Project Drawings. 11 B. Technical References 12 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw 13 website) — 01 71 23.16.01— Attachment A Survey Staking Standards 14 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 15 on City's Buzzsaw website). 16 3. Texas Department of Transportation (TxDOT) Survey Manual, latestrevision 17 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice forLand 18 Surveying in the State of Texas, Category 5 19 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. The Contractor's selection of a surveyor must comply with Texas Government 22 Code 2254 (qualifications based selection) for this project. 23 1.5 SUBMITTALS 24 A. Submittals, if required, shall be in accordance with Section 0133 00. 25 B. All submittals shall be received and reviewed by the City prior to delivery of work. 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 27 A. Field Quality Control Submittals 28 1. Documentation verifying accuracy of field engineering work, including coordinate 29 conversions if plans do not indicate grid or ground coordinates. 30 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 31 (refer to 01 71 23.16.01— Attachment A — Survey Staking Standards). 32 1.7 CLOSEOUT SUBMITTALS 33 B. As -built Redline Drawing Submittal 34 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 35 constructed improvements signed and sealed by Registered Professional Land 36 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 37 — Survey Staking Standards) . 38 2. Contractor shall submit the proposed as -built and completed redline drawing 39 submittal one (1) week prior to scheduling the project final inspection for City 40 review and comment. Revisions, if necessary, shall be made to the as -built redline 41 drawings and resubmitted to the City prior to scheduling the construction final 42 inspection. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised February 14, 2018 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE 3 A. Construction Staking 4 1. Construction staking will be performed by the Contractor. 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 2. Coordination a. Contact City and Developer's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking suchthat construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If Developer's Project Representative is required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notes used to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised February 14, 2018 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 7 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 25O linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 25O linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable b. The Contractor shall provide as -built survey including the elevationand location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for eachmanhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised February 14, 2018 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 1 b) Manholes and Junction Structures 2 (1) Rim and flowline elevations and coordinates for each 3 manhole and junction structure. 4 4) Stormwater — Not Applicable 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY 8 PART 2 - PRODUCTS 9 A. A construction survey will produce, but will not be limited to: 10 1. Recovery of relevant control points, points of curvature and points of intersection. 11 2. Establish temporary horizontal and vertical control elevations (benchmarks) 12 sufficiently permanent and located in a manner to be used throughout construction. 13 3. The location of planned facilities, easements and improvements. 14 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 15 areas, utilities, streets, highways, tunnels, and other construction. 16 b. A record of revisions or corrections noted in an orderly manner for reference. 17 c. A drawing, when required by the client, indicating the horizontal and vertical 18 location of facilities, easements and improvements, as built. 19 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 20 construction staking projects. These cut sheets shall be on the standard city template 21 which can be obtained from the Survey Superintendent (817-392-7925). 22 5. Digital survey files in the following formats shall be acceptable: 23 a. AutoCAD (.dwg) 24 b. ESRI Shapefile(shp) 25 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 26 standard templates, if available) 27 6. Survey files shall include vertical and horizontal data tied to original project 28 control and benchmarks, and shall include feature descriptions 29 PART 3 - EXECUTION 30 3.1 INSTALLERS 31 A. Tolerances: 32 1. The staked location of any improvement or facility should be as accurate as 33 practical and necessary. The degree of precision required is dependent on many 34 factors all of which must remain judgmental. The tolerances listed hereafter are 35 based on generalities and, under certain circumstances, shall yield to specific 36 requirements. The surveyor shall assess any situation by review of the overall plans 37 and through consultation with responsible parties as to the need for specific 38 tolerances. 39 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 40 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 41 1.0 ft. tolerance. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised February 14, 2018 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 1 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. 2 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 3 walkways shall be located within the confines of the site boundaries and, 4 occasionally, along a boundary or any other restrictive line. Away from any 5 restrictive line, these facilities should be staked with an accuracy producing no 6 more than 0.05ft. tolerance from their specified locations. 7 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 8 electric lines, shall be located horizontally within their prescribed areas or 9 easements. Within assigned areas, these utilities should be staked with an 10 accuracy producing no more than 0.1 ft tolerance from a specified location. 11 e. The accuracy required for the vertical location of utilities varies widely. Many 12 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 13 should be maintained. Underground and overhead utilities on planned profile, 14 but not depending on gravity flow for performance, should not exceed 0.1 ft. 15 tolerance. 16 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 17 specifications or in compliance to standards. The City reserves the right to request a 18 calibration report at any time and recommends regular maintenance schedule be 19 performed by a certified technician every 6 months. 20 1. Field measurements of angles and distances shall be done in such fashion as to 21 satisfy the closures and tolerances expressed in Part 3.1.A. 22 2. Vertical locations shall be established from a pre -established benchmark and 23 checked by closing to a different bench mark on the same datum. 24 3. Construction survey field work shall correspond to the client's plans. Irregularities 25 or conflicts found shall be reported promptly to the City. 26 4. Revisions, corrections and other pertinent data shall be logged for future reference. 27 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 APPLICATION 31 3.5 REPAIR / RESTORATION 32 A. If the Contractor's work damages or destroys one or more of the control 33 monuments/points set by the Developer's Project Representative, the monuments shall be 34 adequately referenced for expedient restoration. 35 1. Notify City or Developer's Project Representative if any control data needs tobe 36 restored or replaced due to damage caused during construction operations. 37 a. Contractor shall perform replacements and/or restorations. 38 b. The City or Developer's Project Representative may require at any time 39 survey "Field Check" of any monument or benchmarks that are set be verified 40 by the Developer's Project Representative before further associated work can 41 move forward. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised February 14, 2018 1 3.6 RE -INSTALLATION [NOT USED] 2 3.7 FIELD [OR] SITE QUALITY CONTROL 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the Developer's Project Representative in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. SurveyChecks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3'party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised February 14, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 017423-1 DAP CLEANING Page 1 of 4 SECTION 0174 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limitedto: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of theContract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding andSodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2-PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposalsite. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised April 7, 2014 01 74 23 - 3 DAP CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not bum on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenienceof 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically locatedcontainer(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Exterior (Site or Right of Way) Final Cleaning 22 1. Remove trash and debris containers fromsite. 23 a. Re -seed areas disturbed by location of trash and debris containers in accordance 24 with Section 32 92 13. 25 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 26 that may hinder or disrupt the flow of traffic along the roadway. 27 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 28 junction boxes and inlets. 29 4. If no longer required for maintenance of erosion facilities, and upon approval by 30 City, remove erosion control from site. 31 Clean signs, lights, signals, etc. 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 37 38 39 40 CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised April 7, 2014 DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised April 7, 2014 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 7719 CLOSEOUT REQUIREMENTS 01 77 19-1 DAP CLOSEOUT REQUIREMENTS Page I of 3 5 A. Section Includes: 6 1. The procedure for closing out acontract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limitedto: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of theContract 11 1. Division I — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds andAffidavits 19 1. No application for final payment will be accepted until all guarantees,bonds, 20 certificates, licenses and affidavits required for Work or equipment as specifiedare 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised April 7, 2014 01 77 19 -2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PAT 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 017839 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance withSection 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake theWork required to remedy deficiencies and complete the Work to the satisfaction ofthe City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Uponreceipt of this notice, the City, in the presence of the Contractor, will make asubsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 29 01 77 19 -3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete thefollowing additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation ofContractor F. Letter of FinalAcceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenanceand 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by theCity) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limitedto: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of theContract 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. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 0133 00. All submittals shallbe 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 1/2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten 38 39 CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title ofProject b) Identity of separate structure as applicable c) Identity of general subject matter covered in themanual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&MManual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheetto: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize inconsistent format under separate headings for different procedures. b. Provide logical sequence of instructions of eachprocedure. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty, bond and service contractissued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials andfinishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care andmaintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moistuOre protection and weather exposureproducts: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in finalform. 25 2. Content, for each unit of equipment and system, asappropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut -down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controlsmanufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised April 7, 2014 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections ofSpecifications 3. Content, for each electric and electronic system, asappropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories ofpanelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the followingcriteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings 37 CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised April 7, 2014 17823-5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104375 Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS Pagel of4 SECTION 01 78 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised April 7, 2014 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure thedata to the City's approval. a. In such case, provide replacements to the standards originally required bythe Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2-PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised April 7, 2014 01 78 39 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and forreview by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site ofwork. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject tothe City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject tothe City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location ofitems. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised April 7, 2014 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP Application CITY OF FORT WORTH McPherson Blvd Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 104375 Revised April 7, 2014 GEOTECHNICAL ENGINEERING STUDY MUSTANG RANCH ROAD & VISTA GRANDE BOULEVARD FORT WORTH, TEXAS Presented To: Baird, Hampton & Brown, Inc. December 2021 PROJECT NO. 110-21-138 CM i ENG iNTE Rir\\,T G9 R i C. December 14, 2021 Report No. 110-21-138 Baird, Hampton & Brown, Inc. 6300 Ridglea Place, Suite 700 Fort Worth, Texas 76116 Attn: Mr. Joe LaCroix, P.E. Dear Mr. LaCroix: 7636 Pebble Drive Fort Worth, Texas 76118 www.cmjengr.com GEOTECHNICAL ENGINEERING STUDY MUSTANG RANCH ROAD & VISTA GRANDE BOULEVARD FORT WORTH, TEXAS Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with CMJ Proposal No. 21-8313 dated September 30, 2021. The geotechnical services were authorized by Mr. Joe LaCroix, P.E. on September 30, 2021. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to Baird, Hampton & Brown, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING, INC. [�0 F T� 11 TEXAS FIRM REGISTRATION NO. F-9177 or i^,owes** .� , •• '•S • / * % fir Z MATTHEW W. KAMMERDlENER� 127818 0 Matthew W. Kammerdiener, P. 01 s'' � s '° fe Project Engineer Texas No. 127818 J7LI eP.�pington IV, P.E. 97402 copies submitted: (2) Mr. Joe LaCroix, P.E.; Baird, Hampton &Brown, Inc. (email &mail) Phone (817) 284-9400 Fax (817) 589-9993 Metro (817) 589-9992 TABLE OF CONTENTS Paqe 1.0 INTRODUCTION------------------------------------------------------------------------------------------------------- 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING ------------------------------------------------------ 2 3.0 SUBSURFACE CONDITIONS-------------------------------------------------------------------------------------- 3 4.0 PAVEMENT DESIGN------------------------------------------------------------------------------------------------- 5 5.0 EARTHWORK ---------------------------------------------------------------------------------------------------------- 11 6.0 CONSTRUCTION OBSERVATIONS-----------------------------------------------------------------------------14 7.0 REPORT CLOSURE-------------------------------------------------------------------------------------------------14 APPENDIX A Plate Planof Borings --------------------------------------------------------------------------------------------------------------- A. 1 Unified Soil Classification System --------------------------------------------------------------------------------------- A.2 Key to Classification and Symbols-------------------------------------------------------------------------------------- A.3 Logsof Borings------------------------------------------------------------------------------------------------------ A.4 — A.8 FreeSwell Test Results---------------------------------------------------------------------------------------------------- A.9 Lime Series Test Results------------------------------------------------------------------------------------------------ A.10 Soluble Sulfate Test Results-------------------------------------------------------------------------------------------- A.11 APPENDIX B Plate Pavement Thickness Design--------------------------------------------------------------------------------------------- B.1 1.0 INTRODUCTION 1.1 General The project, as currently planned, will consist of two new residential streets, Mustang Ranch Road and Vista Grande Boulevard to be located south of McPherson Boulevard and east of Brewer Boulevard in Fort Worth, Texas. Approximately 2,700 linear feet of new streets are planned. This investigation meets the requirements of the City of Fort Worth Pavement Design Manual, dated January 2015. Plate A.1, Plan of Borings, depicts the project vicinity and approximate locations of the exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, develop recommendations for the type or types of pavement subgrade preparation and modification, provide pavement design guidelines, and provide earthwork recommendations. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the roadways could change. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 7. All plates and large tables are contained in Appendix A. The alpha -numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Report No. 110-21-138 1 CMJ ENGINEERING, INC. Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by five (5) vertical soil borings drilled to a depth of 10 feet below existing grades. The borings were drilled with truck mounted drilling equipment using continuous flight augers at the approximate locations shown on the Plans of Borings, Plate A.1. The boring logs are included on Plates A.4 through A.8 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3 Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin -walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin -walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TxDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170- pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock -like), the Report No. 110-21-138 CMJ ENGINEERING, INC. 2 penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits and plastic limits), moisture content, unit weight tests and unconfined compressive tests were performed. Results of the laboratory classification tests, moisture content, unit weight, and unconfined com\pressive tests conducted for this project are included on the boring logs. Swell testing was performed on a specimen from a selected sample of the clays. This test was performed to help in evaluating the swell potential of soils in the area of the proposed pavement. The results of the swell test are presented on Plate A.9. An Eades and Grim Lime Series test was performed on a selected sample to identify the appropriate concentration of lime to add to soils for modification purposes. The results of the lime series test are presented on Plate A.10. Soluble sulfate tests were conducted on selected soil samples recovered from the borings. The sulfate testing was conducted to help identify sulfate -induced heaving potential of the soils. Sulfate - induced heaving can cause detrimental volumetric changes to a lime modified subgrade. The results of the sulfate tests are presented on Plate A.11. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings are discussed below. Note that depths on the borings refer to the depth from the existing grade or ground Report No. 110-21-138 CMJ ENGINEERING, INC. 3 surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Soils encountered in Borings B-2 through B-5 consist of dark brown, brown, reddish brown, and light reddish brown clays of high plasticity. The various clayey soils often contain limestone fragments, calcareous nodules, iron stains, and ironstone nodules. The various clays had tested Liquid Limits (LL) of 51 to 72 with Plasticity Indices (PI) of 32 to 47 and are classified as CH by the USCS. The various clays were generally stiff to hard (soil basis) in consistency, with pocket penetrometer readings of 1.5 to greater than 4.5 tsf. The clay soils had tested dry unit weight values of 78 to 104 pcf and tested unconfined compressive strengths were 1,670 to 9,390 psf. Tan limestone typically containing clay seams and layers is next encountered at depths of 1 to 4 feet in Borings B-2 through B-5 and is present at the surface in Boring B-1. The tan limestone occurs fractured or weathered above depths of 4 to 5 feet in Borings B-1, B-4, and B-5. The tan limestone is generally moderately hard to very hard (rock basis), with Texas Cone Penetration (THD) test values of % to 2% inches per 100 blows. Borings B-1 through B-5 were terminated within the tan limestone at a depth of 10 feet. 3.2 Groundwater Observations The borings were drilled using continuous flight augers in order to observe groundwater seepage during drilling. Groundwater seepage was not observed during drilling and all borings were dry at completion. While it is not possible to accurately predict the magnitude of subsurface water fluctuation that might occur based upon these short-term observations, it should be recognized that groundwater conditions will vary with fluctuations in rainfall. Fluctuations of the groundwater level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. During wet periods of the year, seepage can occur in joints in the clays or atop or within the tan limestones. The possibility of groundwater fluctuations should be considered when developing the design and construction plans for the project. Report No. 110-21-138 4 CMJ ENGINEERING, INC. 4.0 PAVEMENT DESIGN 4.1 Pavement Subgrade Considerations 4.1.1 General The performance of the pavement for this project depends upon several factors including: the characteristics of the supporting soil; the magnitude and frequency of wheel load applications; the quality of construction materials; the contractor's placement and workmanship abilities; and the desired period of design life. The success of the pavement subgrade is subgrade soil strength and control of water. Adequate subgrade performance can be achieved by modifying or stabilizing the existing soils used to construct the pavement subgrade. Pavement sections are susceptible to edge distress as edge support deteriorates over time. Therefore, care must be taken to provide and maintain proper edge support. In conjunction with a stabilized subgrade underlying the pavement, it is recommended that the stabilized subgrade extend a minimum of 12 inches beyond the riding surface on each side of the proposed pavement. Maintenance should be provided when edge support deteriorates. 4.2 Potential Vertical Movements Estimates of expansive movement potential have been estimated using TxDOT Test Method Tex 124-E. Potential vertical movements on the order of 1 to 3 inches are estimated. Movements in excess of the estimated value can occur if poor drainage, excessive water collection, leaking pipelines, etc. occur. Any such excessive water conditions should be rectified as soon as possible. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. 4.3 Sulfate -Induced Heaving Soluble sulfate testing was conducted to check for sulfate -induced heaving potential. Sulfate - induced heaving is caused when hydrated lime is added to a soil with high sulfate concentration. The lime reacts with the sulfates to cause potentially large volumetric changes in the soil. Soluble sulfate levels in soils on the order of 2,000 parts -per -million (ppm) or less are usually of low concern and warrant only observation of the subgrade during the stabilization process. Soluble sulfate levels on the order of 2,000 to 6,000 ppm usually warrant a double lime process, with the first Report No. 110-21-138 CMJ ENGINEERING, INC. 5 treatment of lime consisting of '/2 the recommended concentration and a second lime treatment consisting of the full recommended concentration. Sulfate levels on the order of 6,000+ ppm may require a double -lime process, with the two full concentration lime treatments. Soluble sulfates were detected at this site, with tested values of 1,080 to 1,380 ppm in Borings B-2 and B-5. In areas where the samples tested are below 2,000 ppm, a single -lime process may be tentatively selected. The single -lime treatment is described in Section 4.4. Once the subgrade is established, the actual subgrade should be retested to verify sulfate concentration and any special measures identified on a case -by -case basis. Addition soluble sulfate testing on 200-foot intervals following rough grading is recommended. In addition, it is recommended that during the curing period of the lime treatment, the subgrade be supplied with ample moisture and it should be checked for any volumetric changes that may indicate a lime -induced heaving condition. If detected during construction, any areas of high soluble sulfate concentration should utilize a double lime process as previously discussed or flexible base substitution. 4.4 Pavement Subgrade Preparation 4.4.1 General Anticipated subgrade materials generally consist of clays of high plasticity or limestone. The higher plasticity clays are subject to loss in support value with the moisture increases which occur beneath pavement sections. They react with hydrated lime, which serves to improve and maintain their support value. Treatment of these soils with hydrated lime will improve their subgrade characteristics to support area paving. Stabilization of limestone is not necessary. Alternatively, in lieu of a lime stabilized subgrade, a flexible base meeting TxDOT Item 247, Type A, Grades 1 or 2 atop a properly compacted and tested subgrade may be utilized on an equal basis placed and compacted per the referenced Report Section 5.2. The option of using a flexible base in lieu of lime stabilizing the subgrade presents a relatively quick, straight forward solution to preparing the subgrade prior to pavement placement, and alleviates sulfate heaving concerns. 4.4.2 Lime Stabilization Lime stabilization is recommended for all subgrade areas with plastic clays. A visual observation of the pavement subgrade should be considered following rough grading to determine specific materials which are present that would benefit from the addition of lime. Prior to lime addition, the subgrade Report No. 110-21-138 CMJ ENGINEERING, INC. 6 should be proofrolled with heavy pneumatic equipment. Any soft or pumping areas should be undercut to a firm subgrade and properly backfilled as described Section 5.0. The pavement subgrade, stabilized or unstabilized, should be scarified to a minimum depth of 6 inches and uniformly compacted to a minimum of 95 percent of Standard Proctor density (ASTM D 698), between minus 2 to plus 4 percentage points of the optimum moisture content determined by that test. It should then be protected and maintained in a moist condition until the pavement is placed. The presence of calcareous nodules, ironstone nodules, and limestone fragments in the surficial soils can complicate mixing of the soil and lime. It is recommended a minimum of 8 percent hydrated lime be used to stabilize the clay subgrade soils. The estimated amount of hydrated lime required to stabilize the subgrade should be on the order of 36 pounds per square yard based on a soil dry unit weight of 100 pcf for a 6-inch depth. The hydrated lime should be thoroughly mixed and blended with the upper 6 inches of the clay subgrade (TxDOT Item 260). The hydrated lime should meet the requirements of Item 260 (Type A) in the Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. 4.4.2 Subarade Preparation Considerations It is recommended that subgrade stabilization extend to at least one foot beyond pavement edges to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture variations after construction. Each construction area should be shaped to allow drainage of surface water during earthwork operations, and surface water should be pumped immediately from each construction area after each rain and a firm subgrade condition maintained. Water should not be allowed to pond in order to prevent percolation and subgrade softening, and subgrade treatments should be added to the subgrade after removal of all surface vegetation and debris. Sand should be specifically prohibited beneath pavement areas, since these more porous soils can allow water inflow, resulting in heave and strength loss of subgrade soils (lime stabilized soil will be allowed for fine grading). After fine grading each area in preparation for paving, the subgrade surface should be lightly moistened, as needed, and recompacted to obtain a tight non -yielding subgrade. As previously discussed, cuts may expose limestone in select areas. These limestones provide excellent support in an undisturbed condition; however, they are difficult to cut to finished grade and some fill is required. Pulverization and compaction equipment often break down the limestone to a Report No. 110-21-138 CMJ ENGINEERING, INC. 7 material that also benefits from stabilization, although large rock fragments hamper conventional mixing procedures. Depending on the required grades, it may be advisable to undercut such areas and place a material suitable for stabilization or to place a lime stabilized clay. This can best be evaluated by an on -site inspection after grading is completed. Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the pavement surface quickly. All pavement construction should be performed in accordance with the procedures provided in Section 4.6. 4.5 Pavement Section At the time of this investigation, site paving plans or vehicle traffic studies were not available. Pavement analyses were performed using methods outlined in the AASHTO Guide for Design of Pavement Structures, 1993 Edition, published by the American Association of State Highway and Transportation Officials. The design equations were solved using AASHTO Pavement Analysis Software. In the AASHTO method, traffic loads are expressed in Equivalent 18-kip Single Axle Loads (ESAL) over the design life of the pavement structure. Based on the results of the field and laboratory investigation, soil plasticity properties, and requirements of the City of Fort Worth Pavement Design Manual, dated January 29, 2015, the following design parameters were used in our thickness design calculations for the proposed roadway. Subgrade Soils ........................................................Clay Design Life..............................................................25 years Initial Serviceability..................................................4.5 (rigid) Terminal Serviceability............................................2.5 Reliability................................................................. 90% Overall Deviation..................................................... 0.39 (rigid) Load Transfer Coefficient ........................................ 3.0 Drainage Coefficient................................................1.0 Design CBR (raw subgrade)....................................3 Design CBR (lime treated).......................................15 Loss of Support....................................................... 0 Concrete Modulus of Elasticity................................4,000,000 psi Concrete Modulus of Rupture..................................620 psi Report No. 110-21-138 1.1 CMJ ENGINEERING, INC. The following rigid pavement section is provided for a Residential -Urban (high volume) classification per Table 3.1 of the referenced City of Fort Worth design manual. Detailed pavement design calculations and assumptions are presented on Plate 13.1. The following pavement sections are suitable for the previously mentioned assumptions. Any deviation from these assumptions should be brought to our attention immediately in order to assess their impact on our recommendations. Table 4.5-1 Pavement Thickness Summary Pavement Section Street Growth Design Life Design Thickness Material Classification Factor (Years) ESAL (in.) 7 Portland Cement Concrete Residential -Urban 0.5% 25 929,570 6 Lime Stabilized Subgrade (high volume) or Flexible Base The above sections are based on an assumed facility classification as discussed above and higher traffic volumes and heavy trucks may require thicker pavement sections. Additional recommendations can be provided after traffic volumes and loads are known. Periodic maintenance should be performed at regular intervals. This maintenance should consist of sealing cracks and timely repair of isolated distressed areas. 4.6 Pavement Material Requirements Material and process specifications developed by the Texas Department of Transportation (TxDOT) have been utilized. These specifications are outlined in the TxDOT Standard Specifications for Construction of Hiahways. Streets and Bridaes, 2014 Edition. Specific construction recommendations for pavements are given below. Reinforced Portland Cement Concrete: Reinforced Portland cement concrete pavement should consist of Portland cement concrete having a 28-day compressive strength of at least 3,600 psi. The mix should be designed in accordance with the ACI Code 318 using 3 to 6 percent air entrainment. The pavement should be adequately reinforced with temperature steel and all construction joints or expansion/contraction joints should be provided with load transfer dowels. The spacing of the joints will depend primarily on the type of steel used and also thickness of the pavement. No. 3 steel rebar spaced at 18 inches on center in both the longitudinal and transverse direction is required for a 6- inch thick pavement, in accordance with the City of Fort Worth Pavement Design Manual, dated January 2015. Report No. 110-21-138 CMJ ENGINEERING, INC. 9 Hot Mix Asphaltic Concrete Surface Course: Item 340, Type D, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Hot Mix Asphaltic Concrete Base Course: Item 340, Type A or B, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Lime Stabilized Subarade: Lime treatment for base course (road mix) - Item 260, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Flexible Base: Crushed Stone Flexible Base — Item 247, Type A, Grades 1 or 2, Texas Department of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and Bridges, 2014 Edition. 4.7 General Pavement Considerations The design of the pavement drainage and grading should consider the potential for differential ground movement due to future soil swelling of up to 3 inches. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. Reductions in anticipated movements can be achieved by using methods developed in this area to reduce on -grade slab/pavement movements such as water injection, chemical injection, or mechanical reworking of the expansive clays. These methods of treatment are options for the owner's consideration. The options may or may not be practical or economically feasible. The owner should be aware that these methods will not prevent movement of soil -supported pavements and can only reduce the magnitude of the movement. Contact CMJ for additional recommendations should such pavement movement reduction measures be desired. Proper surface drainage in the shoulders is also critical to long term performance of the pavement. Water allowed to pond adjacent to the pavement will result in loss of edge and subgrade support and an increase in post construction heave of the pavement. Report No. 110-21-138 CMJ ENGINEERING, INC. 5.0 EARTHWORK 5.1 Site Preparation The site should be stripped of vegetation, roots, old construction debris, and other organic material. It is estimated that the depth of stripping will be on the order of 6 to 8 inches. The actual stripping depth should be based on field observations with particular attention given to old drainage areas, uneven topography, and excessively wet soils. The stripped areas should be observed to determine if additional excavation is required to remove weak or otherwise objectionable materials that would adversely affect the fill placement or other construction activities. The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be reworked to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. 5.2 Placement and Compaction, General Fill Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand - operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The on -site soils are suitable for use in general site grading. Imported fill material should be clean soil with a Liquid Limit less than 60 and no rock greater than 4 inches in maximum dimension. Excavated on -site limestone may be used for fill provided the material is crushed such that 50 percent passes the No. 4 sieve and no particles are larger than 4 inches in maximum dimension. As the in -situ limestones are generally moderately hard to very hard, significant processing of the Report No. 110-21-138 CMJ ENGINEERING, INC. 11 limestone should be anticipated in order to utilize as fill. All fill materials should be free of vegetation and debris. All fill materials should be free of vegetation and debris. The fill material should be compacted to a minimum of 95 percent of the maximum dry density determined by the Standard Proctor test, ASTM D 698. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. 5.3 Trench Backfill Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. On -site soil fill material is recommended for trench backfill. Care should be taken not to use free draining granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after Report No. 110-21-138 CMJ ENGINEERING, INC. 12 placement. The soil backfill should be placed in approximately 4- to 6-inch loose lifts. The density and moisture content should be as recommended for fill in Section 5.2, Placement and Compaction, of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of trench, with a minimum of 2 tests per lift. 5.4 Excavations Based on the exploration borings, major excavations will encounter limestone in major intact units. This limestone is generally moderately hard and will require heavy duty specialized equipment for excavation. In addition, overexcavation should be anticipated within the limestones. Overexcavation may result from large blocks or chunks breaking along either weathered or clay seams beyond the planned excavation. Seasonal water seeps can occur where the tan limestones are approached or exposed by cuts. Subsoil drains may be required in some areas to intercept this seepage. This can be evaluated after grading has been performed. The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 5.5 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with Report No. 110-21-138 CMJ ENGINEERING, INC. 13 permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 6.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and pavement installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 7.0 REPORT CLOSURE The borings for this study were selected by CMJ Engineering, Inc. The locations and elevations of the borings should be considered accurate only to the degree implied by the methods used in their determination. The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with Report No. 110-21-138 CMJ ENGINEERING, INC. 14 visual -manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground water conditions, this report presents data on ground water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground -water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Report No. 110-21-138 15 CMJ ENGINEERING, INC. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Baird, Hampton & Brown, Inc. for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No. 110-21-138 16 CMJ ENGINEERING, INC. J O m B-1 ��-�- -- + W m McPHERSON BOULEVARD I I B-5 I W C) O co W I Q z B-4�c� t� 1> I B-2 B-3 MUSTANG RANCH ROAD PLAN OF BORINGS MUSTANG RANCH ROAD & VISTA GRANDE BOULEVARD rn FORT WORTH, TEXAS LEGEND: Boring Locatia SOURCE: GOOGLE EART DATE: 1 <)cmj ENGINEERING, INC. CMJ PROJECT No. 110-21-138 Major Divisions Gym. Typical Names Laboratory Classification Criteria LB 2 _Z�' a) as a) c D O c 0 U N c L O 2 a), .0 M o� o U C7 O Z � a) 0 0 N E �� w �_CU a) a) Z a) 3 0 a) a) w m > a) o a)O O Q a) o' C7 Q L — a) oU)CU E c U U) a) 0 ^ a3 a O N O a) O 0 v) U m > U)a)a) M o '�t U o N O c c o E m - c " a) a) � c a Q 0 LO c U) a) > U O _0 a) T) n) o u) E (V = — o Z s O J a) E a) � L o LO is m a) m LL E cu U o a) a) 0) 70- E L O J 7 Well -graded gravels, gravel- �, D D 2 SW sand mixtures, little or no N C.= -6-- greater than 4: Cr= -----3- ----- between 1 and 3 fines o D10 D10 X D60 o U U) f) U Poorly graded gravels, gravel E GP sand mixtures, little or no ci) Not meeting all gradation requirements for GW fines �' _u) U m L) �? •L Liquid and Plastic limits GM Silt ravels, ravel -sand -silt y g g ^- below "A" line or P.I. Liquid and plastic limits mixtures °' Z ; a �' greater than 4 plotting in hatched zone p g a) U) between 4 and 7 are m o CO borderline cases Clayey gravels, gravel -sand- N o .c N Liquid and Plastic limits "A" requiring use of dual GC clay mixtures a) c above line with P.I. symbols z° '� greater than 7 m o� o Well -graded sands, gravelly - °p D60 (D")2 W sands, little or no fines > E - greater than 6: Cr= D° D10 -------------- between 1 and 3 D x D L O O 10 60 Poorly graded sands; U M 2 SP gravelly sands, little or no m a .2 as Not meeting all gradation requirements for SW fines � .s a OLO a�i Silty sands, sand -silt ao ) E m a Liquid and Plastic limits SM mixtures m � 3 N below "A" line or P.I. less Liquid and plastic limits E Q s o o than 4 plotting between 4 and 7 o ° J 2 LO are borderline cases .S �' Liquid and Plastic limits requiring use of dual SC Clayey sands, sand -clay E a) E above "A" line with P.I. symbols y mixtures a C m greater than 7 � U Inorganic silts and very fine ML sands, rock flour, silty or clayey fine sands, or clayey silts with slight plasticity 60 Inorganic clays of low to CL medium plasticity, gravelly clays, sandy clays, silty 5c clays, and lean clays OL Organic silts and organic silty 4c clays of low plasticity X T 30 Inorganic silts, micaceous or :y MH diatomaceous fine sandy or silty soils, elastic silts 20 CH Inorganic clays of high plasticity, fat clays OH Organic clays of medium to high plasticity, organic silts Pt Peat and other highly organic soils 1c 7 C�-ML 4 0 0 10 20 CL ML aid OL 30 40 50 60 70 80 90 100 Liquid Limit Plasticity Chart UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES GRAVEL LEAN CLAY LIMESTONE m m 00 • • SAND • ••• SANDY — SHALE •••• • -- SILT SILTY — .SANDSTONE HIGHLY / CLAYEY CONGLOMERATE Shelby Auger Split Rock Cone No PLASTIC CLAY Tube Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsf' Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50% Retained on No. 200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Project No. Boring No. Project Mustang Ranch Road & Vista Grande Boulevard CMJ ENGINEERING INC. - 110-21-138 B-1 Fort Worth, TX Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0' Date 10-20-21 Surface Elevation Type B-47 w/ CFA LL o 0) -0 a p (n Stratum Description LIMESTONE tan, fractured LIMESTONE, tan, w/ clay seams, moderately hard — 5 — to hard 1' thick clay layer at 8' —10------------------------- 0 CD U- c 0 c 6 .0 o U o 3��` N> 'S— n= E .Maxi .Nc - °E� w C1 � � 0 0�/? md� m.� din 0-E JJ m dJ m- d o o 20 c D�J c o od DU 6 4 100/2" ' 00/1.62E° LOG OF BORING NO. B-1 PLATE A.4 CMJ ENGINEERING INC. - Project No. Boring No. Project Mustang Ranch Road & Vista Grande Boulevard 110-21-138 B-2 Fort Worth, TX Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0. Date 10-20-21 Surface Elevation Type B-47 w/ CFA LL N O_ E I= o CD N 0 c C L.L 6 .0 s N T o Stratum Description � 0) Z �� � � _ N� o o 'S— , .Maxi U o 3�L` w C1 o m�? N> m.a) aE n= m E m-6 .Nc o o :tf c oE� c o 0 � � md� d(n JJ dJ d E 2U D-J DUd CLAY, brown, reddish brown, and light reddish 4.25 72 25 47 28 / brown, w/ limestone fragments, iron stains, 4.5+ 17 104 9390 — ironstone nodules, and calcareous nodules, very 4.5+ 51 19 32 11 96 — stiff to hard 4.5+ 10 LIMESTONE tan, w/ clay seams, moderately hard 100/2.25' — 5 — to hard 100/1.25' —10 ------------------------- LOG OF BORING NO. B-2 PLATE A.5 CMJ ENGINEERING INC. - Project No. Boring No. Project Mustang Ranch Road & Vista Grande Boulevard 110-21-138 B-3 Fort Worth, TX Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0. Date 10-20-21 Surface Elevation Type B-47 w/ CFA LL N O_ E o CD N C L.L I= N T o Stratum Description 0 � 0) Z c �� � � 6 .0 _ s N� o o , .Maxi U w o 3�L` N> C1 o m�? m.a) 'S— n= aE m E m-6 .Nc o o :tf c oE� c o 0 md� d(n JJ dJ d E 2U D�J DUd 9CLAY, dark brown, w/ limestone fragments, iron 4.5+ 59 24 35 25 — stains, ironstone nodules, and calcareous nodules, I 4.5+ 13 93 3430 — hard I 4 — — LIMESTONE, tan, w/ clay seams and layers, hard 100/1.62E° —5— 100/1.25' —10 ------------------------- LOG OF BORING NO. B-3 PLATE A.6 Project No. Boring No. Project Mustang Ranch Road & Vista Grande Boulevard CMJ ENGINEERING INC. - 110-21-138 B-4 Fort Worth, TX Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0. Date 10-20-21 Surface Elevation Type B-47 w/ CFA LL o 0) -0 a p (n Stratum Description 01 CLAY, dark brown, w/ limestone fragments and calcareous nodles, stiff LIMESTONE, tan, weathered, w/ clay seams, moderately hard — 5 LIMESTONE, tan, w/ clay seams and layers, hard to very hard —10—------------------------- 0 CD U- c 0 c 6 .0 o U o 3C:�` N> 'S— n= E .Maxi .Nc - °E� w a � � o a)G? md� m.a) d(n 0-E JJ m dJ m- d E o o 2U c ��J c o 0 �Ud 1.5 70 26 44 27 78 1670 5 100/2.75' 100/11, LOG OF BORING NO. B-4 PLATE A.7 Project No. Boring No. Project Mustang Ranch Road & Vista Grande Boulevard CMJ ENGINEERING INC. - 110-21-138 B-5 Fort Worth, TX Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0' Date 10-20-21 Surface Elevation Type B-47 w/ CFA LL 3 0) -0 o_ p (n Stratum Description CLAY, dark brown, w/ calcareous nodules, stiff LIMESTONE, tan, fractured, w/ clay seams and layers, moderately hard to hard — 5 LIMESTONE, tan, w/ clay seams and layers, very hard 8" thick clay layer at 7' —10—------------------------- 0 CD U- c 03 0 Z c 6 .0 o U o 3C:�` N> 'S— n= E .Maxi .Nc - °E� w a � � o a)G? md� m.a) d(n 0-E JJ m dJ m- d E o o 2U c D�J c o 0 DUd 2.5 68 25 43 26 4 100/2" ' 00/0.62E° LOG OF BORING NO. B-5 PLATE A.8 FREE SWELL TEST RESULTS Project: Mustang Ranch Road & Vista Grande Boulevard Fort Worth, Texas Project No.: 110-21-138 Depth Liquid Plastic Plasticity Moisture Percent Boring Interval Sample Limit Limit Index Content % Swell No. (ft.) Description o ( ��) LL PL PI Initial Final B-2 12— 3 1 Clay 1 51 1 19 1 32 1 10.6 I 26.7 2.6 Free swell tests performed at approximate overburden pressure CMJ ENGINEERING, INC. PLATE A.9 LIME SERIES TEST RESULTS Project: Mustang Ranch Road & Vista Grande Boulevard Fort Worth, Texas Project No.: 110-21-138 Boring No.: B - 2 I Depth: 0' to 1' Material: Clay Percent Lime pH 0 8.07 2 11.95 4 12.32 6 12.42 8 12.48 10 12.50 CMJ ENGINEERING, INC. PLATE A.10 SOLUBLE SULFATE TEST RESULTS Project: Mustang Ranch Road & Vista Grande Boulevard Fort Worth, Texas Project No.: 110-21-138 Boring Depth Material Soluble No. (ft.) Sulfates (ppm) B — 2 0-1 Clay 1,080 B — 3 0-1 Clay <100 B — 5 0-1 Clay 1,380 Note: Test Method TxDOT Tex 145-E. CMJ ENGINEERING, INC. PLATE A.11 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide fov Design of Pavements Structupas American Concrete Pavement Association Rigid Design Inputs Project Name: Mustang Ranch Rd & Vista Grande Blvd Route: Location: Fort Worth, TX Owner/Agency: Design Engineer: Rigid Pavement Design/Evaluation Concrete Thickness 6.59 inches Load Transfer Coefficient 3.00 Total Rigid ESALs 929,570 Modulus of Subgrade Reaction 210 psi/in. Reliability 90.00 percent Drainage Coefficient 1.00 Overall Standard Deviation 0.39 Initial Serviceability 4.50 Flexural Strength 620 psi Terminal Serviceability 2.50 Modulus of Elasticity 47000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade 4,118.2 psi Unadjusted Modulus of Subgrade Reaction 210 psi/in Depth to Rigid Foundation 0.00 feet Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 210 psi/in. PLATE 13.1 Tuesday, December 14, 2021 5:41:32PM Engineer: FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval IModel INational Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) ` 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM D2240/D412/1)792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MIR. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1126199 33 05 13 HOPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System er - Manholes & Bases/Fiberelass 33-39-13 (1/8/13 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowti[e ASTM 3153 Non -traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area 1 j Water & Sewer - Manholes & Bases/Frames & Covers/Rectammlar 33-05-13 (Rev 2/3/16) 1 * 33 05 13 (Manholc Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WE) Water & Sewer - Manholes & Bases/Frames & Covers/Standard Boundl 33-05-13 (Rev 2/3/16) 3305 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 1 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 1 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia. 1 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 1 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia. 1 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 1 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 1 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 1 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 1 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 1 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. 1 01/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASFITO M306-04 30" Dia. 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH165IFWN & MH16502 30" Dia 1 07/19/1 t 3305 13 30" Dia. MH Ring and Cover Star Pipe Products NIH32FTWSS-DC 30" Dia 1 08/10/11 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 30" ERGO XL Assembly 10/14/13 3305 13 30" Dia. MH Ring and Cover, (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSEITO MI 05 & ASTM A536 30" Dia 06/01/17 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. CAP-ONE-30-FTW, Composite, w/ Lack .111111 33 OS 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hmg 30" Dia. 10/07/21 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water &der - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/1� 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. * 3305 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. �Wr - Manholes & Bases/Precast Concrete l2ev 33 39 10 Manhole, Precast Concrete 1/8/13 Hydro Conduit Corp SPL Item 449 ASTM C 478 41" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. hic. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 10/27/06 33 39 10 Manhole, Precast Concrete Oldeastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring 1 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Conaete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 1 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 3920 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas ASTM C-478; ASTM C-923; 03/07/23 33 3920 Manhole, Precast Concrete AmeriTex Pi a and Products, LLC 48" & 10" I.D. Manhole w/32" Cone ASTM C-443 03/07/23 33 3920 IManhole, Precast (Reinforced Pol er) Concrete P3 Polymers, RockHards 48" & 60" I.D. Manhole w/32" Cone 04/28/07 IManholc, Precast (Reinforced Polymcr) Concrete Amitech USA Meyer Polycrete Pipe Eater & Sewer - Manholes & Bases/Rehab Svstems/Cementitlous EI-14 Manhole Rehab Systems Quadex 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc. Relmer MSP E1-14 Manhole Rehab Systems AP/M Permaform 4120101 E I-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 EI-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Mise. Use * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approv pec No./ IManufacturer Model1. National Spec Water &Sewer - an o es Bases/Rehab Svstems/NonCementitiousI mmmmw`Moir 05/ 00/96 E1-14 Manhole Rehab Systems Sprayroa, Spray Wall Polyurethane Coating ASTM D639/D790 I 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) Structures Only I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications » v�33 nu�pP�ooung i�P�ayolloull- x `Structures 03/19/18 I 39 20� Coating for Corrosion orotection(Exterim) Sherwin Williams Grade (Asohatic Emulsion) Only I 33 05 13 Manhole Insert ME Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. I * 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. I I * 3305 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. I I 09/23/96 3305 13 Manhole Insert Scuthwestcon Packing & Seals, Inc. Lifesaver - Stainless Steel For 24" dia. I I 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia I I 711111.72 ara e�Sewer - Pine Casim SDacers 33-05-24 (07/01/13) I Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI IO2/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI I04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers I09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" I09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" I 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainleas Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 PEW I Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/13) i I * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 3" thrn 24" OS/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" thrn 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 4" thin 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AW WA C150, C151 I Water & Sewer - Utility Line Marker (08/24/2018) I I ewer - Coatinss/EDD -39-60 (01/08/13) I INEK 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 21 ORS LA County 9210-1.33 I 12/14/01 Epmv Lmmg System Ertech Technical Coatings Ertcch 2030 and 2100 Series I I 04/14/05 Interim Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only I I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, Sl, S2 Acid Resistance Test Sewer Applications I I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications I I INNE Sewer - Coatings/Polvurethane I I Sewer - Combination Air Valves I I 05/25/18 I 33-31-70 Air Release Valve A.R.I. USA, Inc. D121LTP02(Compwite Body) 2" I I Sewer - Pines/Concrete I * EI-04 C. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 I E I-04 Conc. Pipe, Reinforced Hydro Condun Corporation Class III T&G, SPL Item #77 ASTM C 76 I I E I-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL item 495 hirsaliele, 998 Pipe ASTM C 76 I IE I-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 I I Sewer - Pine Enlargment Svstem (Method)33-31-23 (01/18/13). I Svstem PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously �Plm McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously I TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously I I Sewer - PiDe/Fibere as_ss Reinforced/ 33-31-13(1/8/13) I Hobas Pipe USA, Inc. Holies Pipe (Non -Pressure) ASTM D3262/D3754 I 7/21 /97 33 31 13 Cent. Cast Fiberglass (FRP) I 03/22/10 333 13 Fiberglass It,. (FRP) Ameroa Bondstmod RPMP Pipe AST- D3262-3154 I 04/09/21 33 31 13 Glass -Fiber Reinforced Polviner Pipe FRP Thompson Pie Group Thompson Pipe Flowtite ASTM D32621D3754 03/07/23 3331 13 lFiber.lass Pine (FRP) Future Pine Industries Fiberstron¢ FRP ASTM D3212. ASTM D3681. ASTM D4161. AW WA M45 Sewer - PiDe/Polvmer Pine 4/14/OS Polvmer Modified Concrete Pioe Amrtech USA Meyer Polycrete Pioe ASTM C33, A276, F477 8" tp 1112", Class V I06/09/10 El-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pioe ASTM C-76 I I I /HDPE 33-31-23(1/8/13) * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larder than 1S inch diameter shall be approved for use by the Water Department on a proiect specific basis. Special bedding maybe required for some I ' hdsity polyethylene pipe Phillips Driswpipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8" I * gh-density polyethylene pipe �'Ih�gh_d_maitv PI- Inc. ASTM D 1248 8" * gh-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8" polyethylene pipe CSR Hydro CondmUPioelme Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-1� DR -Id PVC Pressure Pipe Prpelife Jetstream PVC PressurePipe AWWA C900 4"[tiro 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thru 12" 33-31-20 PVC Sewer Poe 12/23/97* 33-31-20 PVC Sewer Pipe * 33-31-20 PVC Sewer Pipe 01/18/18 33-31-20 PVC Sewer Pipe 11/11/98 33-31-20 PVC Sewer Pipe * 33-31-20 PVC Sewer Pipe 09/11/12 33-31-20 PVC Sewer 05/06/05 33-31-20 , PVC Sohd Wall Pipe 04/27/06 33-31-20 PVC Sewer Fittings * 33-31-20 PVC Sewer Fittings 1 3/19/2018 33 3120 PVC Sewer Pipe 1 3/19/2018 33 3120 PVC Sewer Pre 1 3/29/2019 33 3120 Gasketed Fittings (PVC) 1 10/21/2020 33 3120 PVC Sewer Pipe 1 10/22/2020 33 3120 PVC Sewer Pipe 1 10/21/2020 33 3120 PVC Sewer Pipe P 33-31-12 1 * Cured in Place Pipe 05/03/99 Cured in Place Ape 05/29/96 Cured in Place Pipe Sewer - Pipes/Rehab/Fold & Form Fold and Form Pi 11/03/98 Fold and Form Pipe Fold and Form Pipe 12/04/00 Fold and Form Pipe 06/09/03 Fold and Form Pipe 1-M Manufacturing Co., Inc. (JM Eagle) Diamond Plastics Corporation Lamson Vylon Pipe Vinyltech PVC Pipe Diamond Plastics Corporation J-M Manufacturing Co, Inc. (JM Eagle) P,qq life Jet Stream Diamond Plastics Corporation Harco Plastic Trends, Inc.(Westlak ) Pipelife Jet Stream Pipelife Jet Stream GPK Products, Inc. NAPCO(Westlake) Sanderson Pipe Corp. NAPCO(Westlake) Insimfrrm Texark, Inc National Envirotech Group Remolds Inc/Inliner Technolgy (Inliner USA) Cullum Pipe Systems, Inc. Insimfirm Technologies, Inc. American Pipe & Plastics, Inc. Ultralmer Miller Pipeline Corp. Sewer - PiDes/ODen Prot -de Laree Diameter i 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vvlon Pipe 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extmsim Technologies, Inc. E100-2 PVC Sewer Pipe, Ribbed Up -or ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) 05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products SDR-26 SDR-26 Gravity Sewer "S" Gravity Sewer Pipe SDR 26/35 PS 115/46 SDR-26 and SDR-35 SDR 26/35 PS 115/46 SDR-26 and SDR-35 Gasket Fittings Gasketed PVC Sewer Main Finings SDR 35 SDR 26 SDR 26 SDR 26 SDR 26 SDR 26/35 PS 115/46 National Liner, (SPL) Item #27 Inliner Technology Insim "NuPIpe" Ultralmer PVC Alloy Pipelmer EX Method Carlon Vylon H.C. Closed Profile Pipe, Ultra -Rib Open Profile Sewer Pipe SaniTite HP Double Wall (Corrugated) SamTne HP Triple Wall Pipe Durmaxx ASTM D 3034 ASTM D 3034 ASTM F 789 ASTM D3034 ASTM F 679 ASTM F 679 ASTM F-679 ASTM F-679 ASTM D-3034, D-1784, etc ASTM D 3034 ASTM F679 ASTM D3034 ASTM D3034/F-679 ASTM D3034 ASTM D3034 ASTM F-679 ASTM F 1216 ASTM F-1216/D-5813 ASTM F 1216 ASTM F-1504 ASTM F-1504, 1871, 1867 ASTM F-1504, F-1947 ASTM F 679 ASTM F 679 ASTM F 2736 ASTM F 2764 ASTM F 2562 4" - 15" 4" thru 15" 4" thru 15" 4" thru 15" 18" to 27" 18" - 28" 18" 18" to 48" 4" - 11" 18"- 24" 4"- 15" 4"- 15" 4" - 15" 4"- 15" 18"- 36" Demo. Purpose Only Up to 18" diameter 18" to 48" 18" to 48" 24"-30" 30" to 60" 24" to 72" * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval Spec I on 1W Manufacturer Model1. National Spec Water - Aoour�enancesgig -10 (07/Ol/13) Ol/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2"SVC, no 124"Pipe 08/28/02 Double Strap Saddle Smith Blair 4317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double StrapService Saddle Mueller Company U-S Double SS Strap DI Saddle AWWA C800 1"-2" SVC, u to 24" Pi e 03/07/23 33-12-10 Double StrapService Saddle Powerseal 3450AS, Inc. Corp. Stop, ON Strap, Stainless NSF ANSI 372 1"-2" SVC, u to 24 Pi e 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 610UM, 6100TM and 6101M 1 h" and 2" FB600-7NL, FB1600-7-NL, FV23-777-W-NL, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. L22-77NL AWWA C800 2" FB600-6-NL, FB1600-6-NL, FV23-666-W- 1111018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, L22-66NL AWWA C800 1-1/2" FB600-4-NL, FB1600-4-NL, B11-444-WR- 1111018 33-12-1. Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, B22444-WR-NL, L28-44NL AWWA C800 I " 13-25000N, B-24277N-3, B-20200N-3, H- AWWA C800, ANSF 61, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSI/NSF 372 _ B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSF 61, 1111.1. 33-12-1. Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 V, 01/26/00 Coated Tapping Saddle with Double SS Straps 1CM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) 1CM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) 1CM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-1" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics lnc. DFW37C-12-lEPAFFTW Plastic Meter Box w/Composite Lid DFW Plastics lnc. DFW39C-12-lEPAFFTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-lEPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 r Water - Combination Air Release 33-31-70 (01/08/13) 1 E I -I I Au Release Valve GA Industries, Inc. Empve Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" &W21' * EI-11 [oribriation ombmation Ar Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2" EI-11 ombination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3" Water Barrel Fire Hvdrants 10/Ol/87 E-1-12 Dry Barrel Fire Hydrant American -Darting Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 0.1.7 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 t0/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurion AW WA C-502 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EI (East Jordan Iron Works) WaterMaster 5CD250 I 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval IModel INational Water -Pines/PVC(Pressure Waterl33-31-70(01/08/13) -W MEL M` —AL I 01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 ASTM D1784 V-12" I I 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" I I 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" I I 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" I 5/25/2018 3311 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" AWWA C900-16 UL 1285 12/6/2018 3311 12 PVC Pressure Pipe J-M Manufacnrring Co., Inc d/b/a JM Eagle DR 14 ANSI/NSF 61 4"-28" FM 1612 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 ° 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"-12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" I Water - Pines/Valves & Fittin¢s/Ductile Iron Fittines 33--11 (01/08/13) I 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Finings AW WA C153 & C110 I EI-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittiq @ AWWA C 110 I * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilmes Division Mechanical Joint Finings, SSB lass 350 AWWA C 153, C 110, C 111 I 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Finings, SSB Class 351 AWWA C 153, C 110, C 112 I 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AW WA C153 4"-12" I 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AW WA C111/C153 4" to 36" I 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/C153 4" to 24" I 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" I I 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C116/C153 4" to 42" I I 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, hic. Megalug Series 2000 (for PVC Pipe) AWWA C111/C116/C153 4" to 24" I I 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AW WA C111/C153 4" to 10" I I 03/06/19 33-11-11 Mechanical Joint Retainer GlandaFVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA C111/C153 4" to 12" I I 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA C111/C153 12" to 24" I I 08/10/98 E1-07 MJ Fiffir IP) Sigma, Co. Sigma One-Lok SLDE AW WA C153 4" - 24" I I 10/12/10 E1-24 Interim Restrained Joint Svatem S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" I I 08/16/06 E1-07 Mechanical Joint Fittings SIP Ind-nies(Serampore) Mechanical Joint Fittings AW WA C153 4" to 24" I I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AW WA CI I I I I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stmgrip Series 3000 ASTM A536 AW WA CI I I I EZ Grip Joint Restraint (EZD) Black For DIP 03/19/18 33-11-I1 Mechanical Joint Retainer Glands SIP Industries(Seramnore) ASTM A536 AW WA CI I I 3"-48" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) DRl4 PVC Ape ASTM A536 AW WA CI I I 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Sersmpore) �` vuP, V11i. nn, oa„ �,.t.�`VJ nGLL �V1 �J°✓ ASTM A536 AW WA CI11 16"-24" I Water - Pioes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15). I Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" I 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" I I 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AW WA C515 20" and 24" I I 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" I I 10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" I I 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" I I 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seeded GV AWWA C509 4" to 12" I I01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller I I * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" I I E1-26 Resilient Seated Gate Valve M&H 4" - 12" I I * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" I I 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" I I 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller I 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AW WA C515 30" and 36" I 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AW WA C515 42" and 48" I 01/28/88 EI-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" I 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AW WA C515 16" I 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AW WA C515 24" and smaller I 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 Resilient We Crate Valve Clow Valve Co. Clow Valve Model 2638 AW WA C515 24" to 48" (Nora 3) 05/08/91 E1-26 Resilient Seat Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" I E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Mcoesw1250, regwremerts SPL #74 3" to 16" 11/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) EJ Fluo Master Gat. Valve & Boxes 08/24/18 I Mateo Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" I * From Original Standard Products List FORT WORTH® Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 1S inch diameter shall be approved for use by the Water basis. for some Updated: 03/07/2023 I * E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AW WA C-504 24" I * E1-30 Rubber Seated ButterFly Valve Mueller Co. AW WA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve De ik Valves Co. AW WA C-504 24" and larger 06/12/03 E1-30 Valmatm American Butterfly Valve Valmanc Valve and Manufacturing Cert. Valmatic American Butterfly Valve. AW WA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated ButterFly Valve M&H Valve M&H Style 4500 & 1450 AW WA C-504 24" to 48" 03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AW WA C504 Butterfly Valve AW WA C-504 30"-54" Water�ne Encasement 33-11-10 (01/08/13) 05/12/OS EI-13 Polyethylene Encasment Flessol Packaging Fulton Enterprises AW WA C105 8 mil LLD 05/12/05 EI-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AW WA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD Water - Samnlint= Station 03/07/23 33 12 50 Water Sam lin Station I Eclipse Number 88 , 12-inch Depth of Bur As shown in spec. 33 12 50 00,1,-k Water - Automatic Flusher Automated Flushing System Mueller Hydrogaud HG2-A-IN-2-PVC-018-LPLG(Permanent) 04/09/21 Automated Flushing System Kupf le Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupf le Foundry Company Eclipse 99700 (Portable) * From Original Standard Products List FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 06/01/2023 Concrete 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Big D Concrete 9/9/2022 03 30 00 Mix Design Big D Concrete 5/2/2023 32 13 13 Mix Design Big D Concrete 9/9/2022 03 30 00 Mix Design Big Town Concrete 9/9/2022 03 30 00 Mix Design Big Town Concrete 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 4/l/2023 03 34 16 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Chisholm Trail Redi Mix 9/9/2022 03 30 00 Mix Design City Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps 01JAF382 1000 psi Concrete Base Material for Trench Repair 40CNF065 4000 psi Concrete for Manholes & Utility Structures 45CAF076 4500 psi Concrete for Hand Placed Paving D10000001737 4500 psi Concrete for Hand Placed Paving D 1000000 17914500 psi Concrete for Hand Placed Paving D 1000000 1793 4500 psi Concrete for Hand Placed Paving D10000001103 4500 psi Concrete for Hand Placed Paving D10000002107 4500 psi Concrete for Hand Placed Paving D10000001273 4500 psi Concrete for Hand Placed Paving D 1000000 1617 3600 psi Concrete for Machine Placed Paving D10000008381 4500 psi Concrete for HES Paving D10000009857 50 psi Flowable Fill - CLSM D10000001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter D1000001043S 3000 psi Concrete for Sidewalks, Curbs D1000001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps D 100000 1615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking D 1000000 10613600 psi Concrete for Inlets, Boxes, Encasement, Blocking D10000001083S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking D 10000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking D 1000000 1685 4000 psi Concrete for Valve Pads D10000005751 750 Psi Concrete Base for Trench Repair D 1000000 16814000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 7SKGRT 3000 psi Concrete for Grouting 14500AE 4500 psi Concrete for High Early Strength Paving CM14520AE 4500 psi Concrete for Hand Placed Paving 452065-1 4500 psi hand placed paving 450065-1 4500 psi hand placed paving 45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures 40U553BG 4000 psi Concrete Mix for Machine Placed Paving 55UI20AG 4000 psi Concrete Mix for High Early Strength Paving 30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 30U101AG 3000 psi Concrete Mix for Flatwork 30U500BG 3000 psi Concrete Mix for Blocking, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls 36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations 08Y450BA 800 psi Concrete Mix for Base for Trench Repair 01Y690BF 100 psi Concrete Mix for Flowable Fill IOYH50BF 1000 psi Concrete Base Material for Trench Repair FWCC602021 4500 psi concrete for Hand Placed Paving FWCC552091 3600 psi for Machine Placed Paving FWCC602091 3600 psi for Machine Placed Paving FWCC359101 Flowable Fill - CLSM FWFF237501 Flowable Fill - CLSM FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 4142 3600 psi Concrete for Curb Inlets, Junction Boxes 4518 4000 psi Concrete for Headwalls, Wingwalls 5167 3600 psi Concrete Mix for Machine Placed Paving 4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 4502 3000 psi Concrete Mix for Sidewalks 3759 3000 psi Concrete Mix for Sidewalks 1502 150 psi Concrete for Flowable Fill-CLSM 1518 150 Psi Concrete for Flowable Fill-CLSM 5642 4000 psi Concrete for Storm Drain Structures 6595 5000 psi Concrete Mix for High Early Strength Paving 6589 4500 psi Concrete Mix for High Early Strength Paving C13020AE 3000 psi Concrete for Driveways, Curb & Gutter 11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 06/01/2023 Concrete (Continued) 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA25I13000 psi Concrete for Rip -Rap 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads 9/9/2022 03 30 00 Mix Design City Concrete Company 45NG25II 3600 psi Concrete Mix for Drilled Shafts 9/9/2022 03 30 00 Mix Design City Concrete Company 50QG25II 3600 psi Slurry Displaced Drilled Shaft 9/9/2022 03 30 00 Mix Design City Concrete Company 45NA20II 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36JAOOIJ 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 40LA2011 4000 psi Concrete Mix for Storm Drain Structures 11/16/2022 03 30 00 Mix Design City Concrete Company CLNG25II 3600 psi Concrete for Drilled Shaft 5/5/2023 03 30 00 Mix Design City Concrete Company CCNA25OAG 3600 psi Concrete for Drilled Shafts 5/5/2023 03 30 00 Mix Design City Concrete Company CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 9 70 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 9-5-2 70 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 230-8 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 330-58 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-1 3600 psi Concrete Mix for Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 264-N 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 366 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-1NC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 375-NC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix for Manholes and Drainage Structures 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 257 3600 psi Concrete mix for Valley Gutters 11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 34 13 13 Mix Design Cow Town Redi Mix 260-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 35 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 357 3600 psi Concrete Mix for Valley Gutters 1/18/2023 03 30 00 Mix Design Cow Town Redi Mix 380-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCHV5 4000 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4500 4500 psi Concrete Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR- I 47QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR- 16 1 UV5DM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-IOMQS50N 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 4/7/2023 03 30 00 mix Design Ingram Concrete & Aggregates IOLQS50N 3,600 psi Concrete for Light Pole Bases 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1551 3000 psi Concrete Mix for Blocking FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 06/01/2023 Concrete(Continued) 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5177 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1261 3000 psi Concrete Mix for Sidewalks 9/9/2022 4 30 00 Mix Design Holcim - SOR, Inc. 2125 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes, Junction Box 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5507 4500 psi Concrete Mix for Hand Placed Paving 12/15/2022 3 30 00 Mix Design Holcim - SOR, Inc. 3741 100 psi concrete for flowable fill/CSLM 9/9/2022 04 30 00 Mix Design Holcim - SOR, Inc. 5017 200 psi Concrete for Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 9600 3600 psi Concrete for Drill Shafts 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving 12/5/2022 4 30 00 Mix Design Holcim - SOR, Inc. 1822 3600 psi Concrete for Drilled Shafts 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1859 4000 psi Concrete for Drilled Shafts 4/7/2023 03 30 00 Mix Design Liquid Stone C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways. 4/27/2023 03 30 00 Mix Design Liquid Stone C361DNFA 3,600 psi Concrete for Retaining wall, driveway, junction box apron, approach 4/7/2023 03 30 00 Mix Design Liquid Stone C361DHR 3,600 psi Concrete for Light Pole Bases. 1/24/2023 03 30 00 Mix Design Liquid Stone C451DHR-A 4500psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta FLOW25A 50 psi Concrete for Flowable Fill/CLSM 9/9/2022 03 30 00 Mix Design Martin Marietta R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls 9/9/2022 03 30 00 Mix Design Martin Marietta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 11/2/2022 32 13 13 Mix Design Martin Marietta Q214IN27 4,000 psi Concrete for Machine Placed paving 11/2/2022 32 13 13 Mix Design Martin Marietta Q2141K30 4,000 psi Concrete for Machine Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 33 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 34 13 13 Mix Design Martin Marietta R2146P36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Inlets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2141N24 4,000 psi Concrete for Sidewalks and Ramps 11/2/2022 32 13 13 Mix Design Martin Marietta R214IK24 4,000 psi Concrete for Sidewalks and Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta D9493SC 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2147241 4,500 psi Concrete for Hand Placed Paving 4/1/2023 32 1320 Mix Design Martin Marietta R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks 4/1/2023 03 30 00 Mix Design Martin Marietta R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck 4/1/2023 03 30 00 Mix Design Martin Marietta R2146033 4,000 psi Concrete for Riprap 4/7/2023 32 1320 Mix Design Martin Marietta R2136K14 3,000 psi concrete for sidewalks and ramps 4/7/2023 32 13 13 Mix Design Martin Marietta R216IK70 6,000 psi (3,000 psi @ 24 hrs.) for HES Paving 4/1/2023 03 30 00 Mix Design Martin Marietta 310LBP 3,600 psi Concrete for Retaining Walls 5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving 4/1/2023 03 30 00 Mix Design Martin Marietta R2141030 4,000 psi Concrete for Riprap FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 06/01/2023 Concrete(Continued) 5/3/2023 03 30 00 Mix Design Martin Marietta M7842344 4,000 psi Concrete for Bridge Deck 6/1/2023 32 1320 Mix Design Martin Marietta R2136R20 3,000 psi Concrete for Sidewalks and Ramps 6/1/2023 32 1320 Mix Design Martin Marietta R2136N20 3,000 psi Concrete for Sidewalks and Ramps 9/9/2022 32 1320 Mix Design NCS Redi Mix NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix for Curb Inlets 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-NY 3000 psi Concrete Mix for Curb Inlets 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi Concrete for Hand Placed Paving 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi Concrete for Strom Drain Structures 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5320A 3000 psi Concrete for Blocking 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Rip Rap 9/9/2022 03 30 00 Mix Design Redi-Mix VOJ11524 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 0334 13 Mix Design Redi-Mix FOCI 0021 215 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Redi-Mix 1OJ11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix IOJI 1504 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Redi-Mix IOL11504 3,600 psi Concrete Mix for Sidewalks, Curb & Gutter 9/9/2022 03 30 00 Mix Design Redi-Mix IOL11524 3600 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 9/9/2022 03 30 00 Mix Design Redi-Mix 1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 9/29/2022 03 30 00 Mix Design Redi-Mix IOL21524 4000 psi Concrete Mix for Manholes 9/9/2022 03 30 00 Mix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures 9/9/2022 03 30 00 Mix Design Redi-Mix IOLI 15E4 3600 psi Concrete Mix for Bridge substructures 9/9/2022 03 30 00 Mix Design Redi-Mix 156115D4 4000 psi Bridge Slabs 9/9/2022 0334 13 Mix Design Redi-Mix F35238VN 100 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Redi-Mix FOD138VM 100 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Redi-Mix IOJ11554 3000 psi Concrete Mix for Rip -Rap 9/9/2022 03 30 00 Mix Design Redi-Mix POG138K9 1000 psi Concrete Mix for Trench Repair Base Material 9/9/2022 03 30 00 Mix Design Redi-Mix 1OKI 1524 3600 psi Concrete Mix for Encasement 9/9/2022 03 30 00 Mix Design Redi-Mix 1ON11507 4500 psi (2600 psi @ 24 hrs.) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix IONI 1504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 50KI 1524 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix IOM115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Redi-Mix 1OMI 1524 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix IOM11504 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 11/2/2022 03 30 00 Mix Design Redi-Mix 145P25P4 4500 psi Concrete for Storm Drain Structures 12/5/2022 03 30 00 Mix Design Redi-Mix IOK115C4 3500 psi Concrete for Thrust Blocks, Valve Pads 12/5/2022 03 30 00 Mix Design Redi-Mix 156115C4 4000 psi Concrete for CIP Storm Drain Structures 12/5/2022 03 30 00 Mix Design Redi-Mix IOLI 15C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall 5/15/2023 03 30 00 Mix Design Redi-Mix 80LI 15D5 3600 psi Concrete for Drilled Shafts 5/15/2023 03 30 00 Mix Design Redi-Mix ION115D6 Slurry displacement shafts, underwater drilled shafts, underwater drilled shafts 9/9/2022 0334 13 Mix Design SRM Concrete 30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter 9/9/2022 0334 13 Mix Design SRM Concrete 40050 4,000 psi Concrete for Headwalls, Retaining Wall 9/9/2022 03 30 00 Mix Design SRM Concrete 35023 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40068 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 45000 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving 10/10/2022 03 30 00 Mix Design SRM Concrete 35000 3600 psi Concrete for Sewer Manholes 10/10/2022 03 30 00 Mix Design SRM Concrete 35300 3600 psi Concrete for Swere Manholes 9/9/2022 03 30 00 Mix Design SRM Concrete 35022 3,600 psi Concrete for Junction Box, Retaining Walls 9/9/2022 03 30 00 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 2/10/2023 03 30 00 Mix Design SRM Concrete 50310 5,000 psi Concrete for HES Paving 1/13/2023 32 13 13 Mix Design SRM Concrete 45023 4,500 psi Concrete for Hand Placed Paving 5/5/2023 03 30 00 Mix Design SRM Concrete D100008553CB 4,000 psi Concrete for Bdridge Approach Slab, Deck Slab 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW60AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW7520AMR 4500 (3000 psi @ 3-days) psi Concrete HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6520AMR 4500 (3000 psi @ 3-days) psi HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5520AMP 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5320A 3000 psi Concrete Mix for Blocking 9/9/2022 0334 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Tarrant Concrete FWFF275 50-150 psi Flowable Fill - CLSM FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 06/01/2023 9/9/2022 10/ 10/2022 10/ 10/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 11 /26/2022 12/5/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 Concrete(Continued) 03 30 00 Mix Design 03 30 00 Mix Design 03 30 00 Mix Design 03 30 00 Mix Design 03 30 00 Mix Design 03 30 00 Mix Design 03 30 00 Mix Design 03 30 00 Mix Design 03 30 00 Mix Design 03 30 00 Mix Design 03 30 00 Mix Design 03 30 00 Mix Design 03 30 00 Mix Design 03 30 00 Mix Design 03 30 00 Mix Design 03 30 00 Mix Design Asphalt Pavin; 32 12 16 Mix Design 32 12 16 Mix Design 32 12 16 Mix Design 32 12 16 Mix Design 32 1216 32 1216 32 12 16 32 12 16 32 1216 32 12 16 33 12 16 32 12 16 32 12 16 32 1216 32 1216 32 12 16 32 12 16 32 12 16 32 12 16 32 12 16 Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Detectable Warning Surface 9/9/2022 32 1320 DWS - Pavers 9/9/2022 32 1320 DWS - Pavers 9/9/2022 32 1320 DWS - Composite 9/9/2022 32 1320 DWS - Composite 4/7/2023 32 1320 DWS - Pavers Silicone Joint Sealant 9/9/2022 32 1373 Joint Sealant 9/9/2022 32 1373 Joint Sealant 9/9/2022 32 1373 Joint Sealant 9/9/2022 32 1373 Joint Sealant Utility Trench Embedment Sand 9/9/2022 3305 10 Embedment Sand 9/9/2022 3305 10 Embedment Sand 9/9/2022 3305 10 Embedment Sand 9/9/2022 3305 10 Embedment Sand 9/9/2022 3305 10 Embedment Sand Tarrant Concrete FW6020A2 4000 psi Concrete Mix for Storm Drain Structures Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes Tarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks Tarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks Tarrant Concrete CP5020A 3000 psi Concrete Mix for Curb and Gutter Tarrant Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving True Grit Redi Mix 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps True Grit Redi Mix 270.230 5000 psi Concrete for Hand Placed Paving True Grit Redi Mix 0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps True Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paving True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving True Grit Redi Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving True Grit Redi Mix 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations Austin Asphalt FT5D137965 PG64-22 Type D Fine Surface Austin Asphalt DA51)135965 PG64-22 Type D Fine Surface Austin Asphalt FT513 117965 PG64-22 Type B Fine Base Austin Asphalt FT 1 B 139965 PG64-22 Type B Fine Base Austin Asphalt FTIB117.2 PG64-22 Type B Fine Base Reynolds Asphalt 1901D PG64-22 Type D Fine Surface Reynolds Asphalt 1112B PG64-22 Type B Fine Base Reynolds Asphalt 1612B PG64-22 Type B Fine Base Sunmount Paving 341DV6422 PG64-22 Type D Fine Surface Sunmount Paving 340DV6422 PG64-22 Type D Fine Surface Sunmount Paving 3076BV6422 PG62-22 Type B Fine Base Sunmount Paving 341-BRAP6422ERG PG64-22 Type B Fine Base TXBIT 37-211305-20 PG64-22 Type B Fine Base TXBIT 44-211305-17 PG64-22 Type B Fine Base TXBIT 211305 (1757) PG64-22 Type B Fine Base TXBIT 222475 (1857) PG64-22 Type D Fine Surface TXBIT 29-222475-19 PG64-22 Type D Fine Surface TXBIT 1-222475-20 PG64-22 Type D Fine Surface TXBIT 64-224125-18 PG70-22 Type D Fine Surface TXBIT 12-222475-19 PG64-22 Type D Fine Surface Pine Hall Brick (Winston Salem, NC) Tactile Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers Engineered Plastics, Inc. (Williamsville, Armor Tile ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver ADA Solutions (Wilmington, MA) Detectable Warning Pavers Dow 890SL - Cold Applied, Single Component, Silicone Joint Sealant Tremco 900SL - Cold Applied, Single Component, Silicone Joint Sealant Pecora 300SL - Cold Applied, Single Component, Silicone Joint Sealant Crafco RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant Silver Creek Materials Crouch Materials F and L Dirt Movers F and L Dirt Movers Tin Top Martin Marietta Utility Embedment Sand Utility Embedment Sand Utility Embedment Sand Utility Embedment Sand Utility Embedment Sand ASTM D5893 ASTM D5893 ASTM D5893 ASTM D5893 ASTM C33 ASTM C33 ASTM C33 ASTM C33 ASTM C33 FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 06/01/2023 Frame, Cover, and Grade Rings - Cast Iron** for Stormwater Structures 9/9/2022 33 05 13 Manhole Frames and Covers Neena Foundry 32" Diameter Liftmate Water Manhole Gasketed Frame and Cover w/Longhorn Logo, Model No. NF-1743LT66 9/9/2022 3305 13 Manhole Frames and Covers Neena Foundry 32" Diameter Liftmate Sanitary Sewer Manhole Frame and Cover w/Longhorn Logo, Model No. NF-1743LT69 9/9/2022 3305 13 Manhole Frames and Covers SIP Industries 32" Diameter Fort Worth Sanitary Sewer Manhole Frame and Cover, Item No. NF-2280 9/9/2022 33 05 13 Manhole Frames and Covers EJCO Ergo XL Assembly 32" Diameter Sanitary Sewer Manhole Frame and Cover, Model No. 00148021L010 9/9/2022 33 05 13 Manhole Frames and Covers Neena Foundry 32" Diameter Liftmate Storm Sewer Junction Box and Manhole Frame and Cover w/Longhorn Logo, Model No. NF-1743LTXX 9/9/2022 3305 13 Manhole Frames and Covers Neena Foundry 24" Diameter Liftmate Storm Sewer Inlet Manhole Frame and Cover w/Longhorn Logo, Model No. NF-165OLT61 9/9/2022 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, Ltd.) 24" Diameter MHRC #220605 ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Cover Neena Foundry 32" Diameter NF-1274-T91 ASTM A48 AASHTO M306 9/9/2022 33 05 13 Manhole Frames and Covers Neena Foundry 32" Diameter NF-1743-LM (Hinged) ASTM A48 AASHTO M306 9/9/2022 33 05 13 Manhole Frame Neena Foundry 32.25" Diameter NF-1930-30 ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Frames and Covers Neena Foundry 32" Diameter NF-1743-HV ASTM A48 AASHTO M306 9/9/2022 33 05 13 Manhole Frames and Covers SIP Industries 24" Diameter 2279ST ** ASTM A48 AASHTO M306 9/9/2022 33 05 13 Manhole Frames and Covers SIP Industries 32" Diameter 2280ST ASTM A48 AASHTO M306 9/9/2022 33 05 13 Manhole Frames and Covers EJCO 32.25" Diameter EJ1033 X2/A ASTM A48 AASHTO M306 "Note: All new development and new installation manhole lids shall meet the minimum 30" opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. Reinforced Concrete Storm Drain Pipe/Culverts 9/9/2022 3341 10 Precast Box Culverts Forterra Precast Box Culverts 9/9/2022 3341 10 Concrete Pipe Wyes and Bends Forterra RCP Wye and Bends 9/9/2022 33 49 10 Precast Box Culverts Rinker Materials Rinker Materials Reinforced Concrete Box Culvert ASTM C789, C850 ASTM C789, C850 9/9/2022 33 49 10 Concrete Pipe Rinker Materials Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe ASTM C76, C655 ASTM C76, C655 9/9/2022 3341 10 Concrete Pipe Forterra Reinforced Concrete Pipe - Tongue and Groove +D48 Polypropylene Storm Drain Pipe 9/9/2022 13341 13 1Polypropylene Pipe Advanced Drainage Systems, Inc. HP Polypropylene Storm Drain Pipe Storm Drain Manholes and Junction Boxes 9/9/2022 33 49 10 Stacked Manhole Oldcastle Precast 4'x 4' Stacked Manhole ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 5' x 8' Storm Junction Box ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 4'x 4' Storm Junction Box ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 5' x 5' Storm Junction Box ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 6' x 6' Storm Junction Box ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 8' x 8' Storm Junction Box Base ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 5' x 8' Storm Junction Box Base ASTM C478 9/9/2022 33 49 10 Junction Box Cowtown Redi Mix No. 260-2 6 Sack 3600 psi Concrete for Concrete Collars ACI 318-14 9/9/2022 33 49 10 Manhole Rinker Materials Rinker Materials Reinforced 48" Diameter Spread Footing Manhole ASTM C433 9/9/2022 33 49 10 Manhole Connector Trelleborg Engineered Systems Kor-N-Seal 106/406 Series Pipe to Manhole Connector ASTM C923 9/9/2022 33 49 10 Junction Box Forterra 4'x 4' FRT-4x4-409-PRECAST-BASE ASTM C913 9/9/2022 33 49 10 Junction Box Forterra 5' x 5' FRT-5x5-409-PRECAST-TOP ASTM C913 9/9/2022 33 49 10 Junction Box Forterra 5' x 5' FRT-5x5-409-PRECAST-BASE ASTM C913 9/9/2022 33 49 10 Junction Box Forterra 6' x 6' FRT-6x6-409-PRECAST-TOP ASTM C913 9/9/2022 33 49 10 Junction Box Forterra 6' x 6' FRT-6x6-409-PRECAST-BASE ASTM C913 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 4'x 4' TPG-4x4-409-PRECAST TOP ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 4'x 4' TPG-4x4-409-PRECAST BASE ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 4'x 4' TPG-4x4-412-PRECAST 4-FT RISER ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 5 'x 5' TPG-5x5-410-PRECAST TOP ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 5 'x 5' TPG-5x5-410-PRECAST BASE ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 5 'x 5' TPG-5x5-412-PRECAST 5-FT RISER ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 6'x 6' TPG-6x6-411-PRECAST TOP ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 6'x 6' TPG-6x6-411-PRECAST BASE ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 6 'x 6' TPG-6x6-412-PRECAST 6-FT RISER ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 7'x 7' TPG-7x7-411-PRECAST TOP ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 7 'x 7' TPG-7x7-411-PRECAST BASE ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 7 'x 7' TPG-7x7-412-PRECAST 4-FT RISER ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 8'x 8' TPG-8x8-411-PRECAST TOP ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 8'x 8' TPG-8x8-411-PRECAST BASE ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 8 'x 8' TPG-8x8-412-PRECAST 5-FT RISER ASTM C615 FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 06/01/2023 Storm Drain Curb and Drop Inlets 9/9/2022 33 49 20 Curb Inlets 9/9/2022 33 49 20 Curb Inlets 9/9/2022 33 49 20 Curb Inlets 9/9/2022 33 49 20 Curb Inlets 9/9/2022 33 49 20 Junction Box 9/9/2022 33 49 20 Curb Inlet 9/9/2022 33 49 20 Curb Inlet 9/9/2022 33 49 20 Curb Inlet 9/9/2022 33 49 20 Drop Inlet 9/9/2022 33 49 20 Drop Inlet 9/9/2022 33 49 20 Drop Inlet Forterra Forterra Forterra Forterra Forterra Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group 10' x 3' FRT-IOx3-405-PRECAST ASTM C913 10' x 3' FRT-lOx3-406-PRECAST ASTM C913 10' x 4.5' FRT-lOx4-407-PRECAST ASTM C913 10' x 4.5' FRT-IOx4-420-PRECAST ASTM C913 4' x 4' FRT-4x4-409-PRECAST-TOP ASTM C913 10' x 3' TPG-lOx3-405-PRECAST INLET ASTM C615 15' x 3' TPG-15x3-405-PRECAST INLET ASTM C615 20' x 3' TPG-20X3-405-PRECAST INLET ASTM C615 4' x 4' TPG-4X4-408-PRECAST INLET ASTM C615 5' x 5' TPG-5X5-408-PRECAST INLET ASTM C615 6' x 6' TPG-6X6-408-PRECAST INLET ASTM C615