Loading...
HomeMy WebLinkAboutContract 60043-PM1FoRT PROJECT MANUAL FOR THE CONSTRUCTION OF CSC No. 60043-PM1 Lakes of River Trails East Phase 17C Water, Sanitary Sewer, Storm Water, Paving, and Lighting Improvements IPRC No. — 21-0053 City Project No.—103400 FID No. — 30114-0200431-103400-EO7685 X-No. — X-27004 File No. — W-2781 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder Director, Water Department Lauren L. Prieur Director, Transportation and Public Works Department Prepared for CKK Residential Group II, LLC PO Box 185104 Fort Worth, TX 76181 DCG Engineering, Inc. 1668 Keller Parkway, Ste 100 Kelley, Texas 76248 EFRATF-21947 DAViD C. GREG, RY f�...:......89296'� U 2 '23 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions 00�3 Tm4tatio t Bidders Last Revised 03/20/2020 1002113 00 41 00 00 42 43 0043 3 lastFuetions to Bidders Bid Fefm Proposal Form Unit Price Bid Ben 03/20/2020 04 in 4 05/22/2019 04 in 4 Prequalification Statement 09/01/2015 0045 12 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 4540 00 52 43 Mine-it-y Business Enterprise Goal Agreement 04i a 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 00 7200 Maintenance Bond GeneralConditions 01/31/2012 i ii i ii T 007300 0073 10 Sffp .io,,. eat y Cenditienp Standard City Conditions of the Construction Contract for Developer 07i0 z 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 nip Preconstruction Meeting D-egeetMeefing-R 08/30/2013 n7/nm7vi/2 01 3233 Preconstruction Video 08/30/2013 01 33 00 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 01 57 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 Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 103400 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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: httn:Hfortworthtexas.tiov/tDw/contractors/ or httDs:Hanns.fortworthtexas.uov/Proi ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 0�-41-14 Selective Site Demolition T T444y D oino,,a / A 1..,n.a..n,,.,o 12/20/2012 1 2/7rc�-20, ivii 0�-41-15 Division 03 Paving Remova - Concrete 02/llvz�02,L20 v 03 30 00 Cast -In -Place Concrete 12/20/2012 0334 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 34 16 038000 Concrete Base Material for Trench Repair >, a,,dif4.atiors t Existing C rer-ete Stmet,.os 12/20/2012 1242z Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 12/'frz�-zvriviz 2605 10 26 05 33 Demolition f f Qeetfieal Systems Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 260550 GartmquNnizatiens fulti Duo:Conduit 02/'o�6 Division 31- Earthwork 31 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 3l�o 31 37 00 Gabiens Riprap 12/20,L2012 12/20/2012 Division 32 - Exterior Improvements 32 01 r'r 27� Uo,..,ew aA Jp.Wt_%vifig12/20/2 Tempe i 12/7zzi-20,QOi2 32 01 29 -ary Asphalt Pa-y ng Repa ,- Concrete Paving Repair 12/20/2012 32 1123 Flexible Base Courses 12/20/2012 32 1129 Z7�3 Lime Treated Base Courses (`om rE, 12/20/2012 12/7rc�-20,i012 32 1137 en4 Treated Base liquid Tr oil Et ilia 08/o 1�15 32 1216 Asphalt Paving 12/20/2012 CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 103400 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 32 1273 Asphalt Paving Crack Sealants 12/20/2012 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 Br�ck TJbt -%: iRg 12/�12 32 1613 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 1723 Pavement Markings 11/22/2013 32 1725 Z7�o Curb Address Painting Wife > enees and Gates 11/04/2013 1 � /pia Z7�9 32 32 0 3291 19 Wood >;enees era Gates Cast i Ulaee Go e .ete Retaining W It Topsoil Placement and Finishing of Parkways Q/pia 06/no era 12/20/2012 32 92 13 Z7�3 Hydro -Mulching, Seeding, and Sodding Trees and S zabs 12/20/2012 12 204012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 0131 Closed Circuit Television (CCTV) Inspection 03/03/2016 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 04 } ceffesion r nt..el Test 6t&tiom 12/20,Q012 33 04-12 ZZ�O Mag%w�url. Anode r,.tl., die D-ete do System.- a Se,,.;e Tempe-a-Fy 12/�12 33 04 40 a4e,. Cleaning and Acceptance Testing of Water Mains 0�/non 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3305 12 3*tior l%re 12/�14 3305 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 3305 13.10 Frame, Cover and Grade Rings — Composite 01/22/2016 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012 Grade rare ts- 112/�12 140 3305 17 .ete W.,te,. Vau Concrete Collars 12/20/2012 /7z 0Auger-11 330521 Tux-enol lift e 12/�12 33-05-22 steel-00nif, Pi�'a �z Z2�4 33 05 26 - Tunnel Line,: Plate last.,ll.,tio Gaiq e,- Pipe i Casing 06/iwr19izvi3 12/20/2012 of E) Utility Markers/Locators 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts, Nuts, and Gaskets Tl„etile 12/20/2012 33 11 33 11 11 40 Pipe Ductile Iron Fittings 12404012 12/20/2012 33�3 1111 112P'+o�lyvinyl7�C..h�loride (PVC) Pressure Pipe IALFapped, Stool ,.aef Type 11/16/2018 33 11 13 33 n-i4 C ener-ete Pr-essiffe Pipe, Bar- Cyli Buried Stc-_� lkq o and Fitfings Q/'fez 12 /7�12 33 1210 2Z� Water Services 1-inch to 2-inch -e Large Wa4ef Mete-✓ 02/14/2017 1vizviz z2/7zi-z CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS City Project No. 103400 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 33 1220 Z2�T Resilient Seated Gate Valve Axx 12/20/2012 12/7 33 1225 WA Rubbef: Seated B ttorAy Val Connection to Existing Water Mains -2 02/06/2013 � x7.,l.,o Combination ;,�...tio A;,- kuoornWlias for- xx7 Petable a4e f Systo,,,n 12/zzi- viz 33 1240 Fire` Hydrants 01/03/2014 33 1250 Z2�0 w ttor's: st4iefls Standard Blow off Valve Assembly 1 2 /'fry 204012 06/1 3 33 31 2 33 31 3 Gur-ed i vlaee Pipe (CIPD\ Fibefglass n einfe -ee Pipe fe - C_, a-yit,- Eanitly S 12/20/2012 11 /012 33 31 �s (I-IDPE) P1p8-fir EiliiltZcYtj'-S2'w2f rLrtvrzviz 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer SewerPipe 06/19/2013 33 3i 21 ED-nt&—Ce_of 12404012 T Pipe Z2--41 �� z Z2�3 m�� Sa-n tarry Se ar Eli;, r�,inii�rg tai-7y laf:go.v,e t 12/204012 12/'fr�-20401i 33 31 50 Sa-n Sewer- Pipe E Sanitary Sewer Service Connections and Service Line 04/26/2013 3339 10 Cast -in -Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 22�11 Z2�= High Dens;t., Polyethylene (14PP 4 Pipe fee ctanm min Reinfer-eed Pel„etL,lefie (SR -PE) Pipe 12/'frz�- 04012 1 1 /1 s 33--46--00 33 4601 Si lie Sle#ed &33wG Dpaim 12/20/2012 n7/no 1�i �3--4C-A2 �-iari0li �'"6L'�S n�/n1 /2n ,1 1 � 33 49 10 Cast -in -Place Manholes and Junction Boxes 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 34�O - Transportation T-aff: C`iga 1s 1n/1 /1 5 3n neon lr or���t �Ge �ncf cabinei 1 2/ircr1 M2015 34 41 10.02 Attaoih-nint B !�+'',.�.�fAfe lef C,.,,o,,��ei;f;emien /n�77v�/^i/O12 n 1�2 ^ ^�rrriv03 3 Z A� 11 Atttaehfnent G Se t'V6 afel Speeifieatien To.v, p e -a-Fy T, gfij fll'nat s S 1 1 /'f�vi� 3/1 11 15 Ree .Aar RW d FL.a4ir1g Beaeo 1111 /'�13 34-41 16 RedoGtrzkm I-Iybri 11 /�13 34 41 20 Roadway Illumination Assemblies 12/20/2012 3n ^env lr Arl.;o6a1. = R,,.,,1,. ay r , o 06/1�15 3n n�02 -Freeway LED n,..,dw ., T7,1'inVw_ s 06/10 c�1�5 34 4120.03 Resi ea4i l LED n,..,,1,. ay r �li1R."�l"OG 0 6/1 c/2n1c �� 34 41 30 ZA�no Aluminum Signs T, 11/12/2013 !N/'fvz 3471 13 Single ede Fiber- Optie Cable Traffic Control 264016 11/22/2013 CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS City Project No. 103400 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix GG 4.91 Page 5 of 5 GG 4.92 �a GC 6..06.D A ' oweieoorro-a GG 6.0" 1Vff .o w__ = rr L nn GG 6.0- n,�--a- 1 VJrm t✓a&-. A TUT10ities GC-6.21 rr GR-01 60 00 Product Requirements City of Fort Worth Water Department Standard Products END OF SECTION CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 103400 Revised March 20, 2020 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 1 of 7 Bidder's Application Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity UNIT I: WATER JMPROVEMEN—S 1 3311.0261 8" PVC Water Pipe 3311 12 LF 2751 $45.50 $125,170.501 2 3312.3003 8" Gate Valve 33 1220 EA 12 $1,500.00 $18,000.001 3 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 Ton 2 $4,750.00 $9,500.00 1 4 3312.2003 1" Water Service 33 12 10 EA 65 $1,075.00 $69,875.001 5 3305.0109 Trench Safety 33 05 10 LF 2751 $0.25 $687.751 6 3312.0001 Fire Hydrant 33 12 40 EA 2 $5,750.00 $11,500.001 7 3312.0117 Connection to Existing 4"-12" Water Main 33 1225 EA 5 $1,250.00 $6,250.00 1 8 1 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 TOTAL UNIT I: WATER IMPROVEMENTS $240,983.25 1 CITY OF FORT WORTH Lakes ofRiver Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. - XXXXXX Form Version May 22, 2019 00 42 43_Bid Proposal_DAP cfa 17C.xls UNIT PRICE BID Bidlist Item No. 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 39 40 41 42 43 44 45 00 42 43 DAP - BID PROPOSAL Page 2 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Application Project Item Information Specification Unit of Bid Description Section No. Measure Quantity UNIT II: SANITARY SEWER IMPROV MENTS 3331.4115 8" Sewer Pipe 33 11 10,33 LF 993 3331.4116 8" Sewer Pipe w/CSS Backfill 33 11 10, 33 LF 40 3339.1001 4' Manhole 3339 10,33 EA 4 3339.0001 Epoxy Liner for Manhole 33 39 60 VF 3331.3101 4" Sewer Service 3331 50 EA 40 3301.0101 Manhole Vacuum Testing 3301 30 EA 4 3301.0002 Post -CCTV Inspection 3301 31 LF 1033 3305.0109 Trench Safety 33 05 10 LF 1033 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS Bidder's Proposal Unit Price I Bid Value $59.25 $77.25 $5,850.00 $370.00 $1, 000.00 $165.00 $4.50 $0.75 1 $58,835.251 $3,090.00 1 $23,400.00 1 $40, 000.00 1 $660.00 1 $4,648.501 $774.75 1 $131,408.50 1 CITY OF FORT WORTH Lakes ofRiver Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. - XXXXXX Form Version May 22, 2019 00 42 43_Bid Proposal_DAP cfa 17C.xls 00 42 43 DAP-BIDPROPOSAL Page 3 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification I Unit of Bid Price Bid Value No. Section No. Measure QuantityUnit UNIT III: DRAINAGE IMPROVEMENTS 1 3349.5001 10' Curb Inlet 33 49 20 EA 2 $6,525.00 $13,050.001 2 3341.0205 24" RCP, Class III 3341 10 LF 130 $111.00 $14,430.001 3 3341.0201 21" RCP, Class III 3341 10 LF 28 $99.00 $2,772.001 4 3349.0001 4' Storm Junction Box 32 49 10 EA 1 $4,975.00 $4,975.001 5 3349.1003 24" Flared Headwall, 1 pipe 32 49 40 EA 1 $6,150.00 $6,150.00 1 6 3137.0104 Medium Stone Riprap, dry 31 3700 SY 42 $80.00 $3,360.001 7 3305.0109 Trench Safety 33 05 10 LF 158 $0.50 $79.001 8 1 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 1 45 $44,816.001 I UNIT III: CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. - )0 x Form Version May 22, 2019 00 42 43 Bid Proposal DAP cfa 17C.xls UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information IBidlist Item) Description No. VING IMPROVEMENTS 1 3213.0101 6" Conc Pvmt 2 3211.0502 8" Lime Treatment 3 3211.0400 Hydrated Lime 4 3213.0501 Barrier Free Ramp, Type R-1 5 3305.0107 Manhole Adjustment, Minor 6 3471.0001 Traffic Control (Dead End Barricade) 7 9999.0001 Traffic Signs / Pavement Markings 8 3471.0001 General Traffic Control 9 3292.0400 Seeding, Hydromulch 10 3291.0100 Topsoil 11 3137.0104 Medium Stone Riprap, dry 12 0241.1300 Remove Conc Curb & Gutter 13 3305.0111 Valve Box Adjustment 14 9999.0002 Remove Barricade 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 UNIT IV: 3441.3301 Rdwy Illum Foundation TY 1,2, and 4 00 42 43 DAP - BID PROPOSAL Pagc 4 of 7 Bidder's Application Bidder's Proposal Specification Unit of Bid Unit Price Bid Value Section No. Measure Quantity 331313 SY 9066 $52.98 $480,316 321129 SY 9658 $3.50 $33,803 32 11 29 TON 173.84 $225.00 $39,114 32 1320 EA 14 $3,125.00 $43,750 33 05 14 EA 8 $500.00 $4,000 3471 13 EA 4 $2,250.00 $9,000 LS 1 $12,000.00 $12,000 3471 13 MO 4 $2,200.00 $8,800 32 92 13 SY 6260 $0.50 $3,130 3291 19 CY 740 $10.00 $7,400 31 3700 SF 1160 $15.00 $17,400 0241 15 LF 138 $15.00 $2,070 33 05 14 EA 14 $250.00 $3,500 EA 3 $500.00 $1,500 13441 20 $665,783 EA 1 71 $1,032.001 $7,224 CITY OF FORT WORTH Lakes ofRiver Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. - XXXXXX Form Version May 22, 2019 00 42 43_Bid Proposal_DAP cfa 17C.xls UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information Bidlist Item Specification No. Description Section No. LIGHTING 3441.3002 Rdwy Illum Assmbly TY 8,11,D-25, and D- 34 41 20 1 3441.3104 150W MH PC Lighting Fixture 3441 20 2 2605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 3 3441.1409 NO 8 Insulated Elec Condr 3441 10 4 Ground Boxes 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 UNIT V: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43 DAP - BID PROPOSAL Page 5 of 7 Bidder's Application Bidder's Proposal Unit of Bid Unit Price Bid Value Measure Quantity EA 7 $2,375.00 $16,625 EA 7 $673.26 $4,712 LF 965 $18.02 $17,389 LF 2895 $1.65 $4,776 EA 7 $432.86 $3,030 $53,757 Lakes of River Trails East Phase 17C City Project No. - XXXXXX 00 42 43_Bid Proposal_DAP cfa 17C.xls UNIT PRICE BID Bidlist Item No. C SIGNAL IMPROVEMENTS 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 39 40 41 42 43 44 45 UNIT VI: SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information Description 00 42 43 DAP-BIDPROPOSAL Page 6 of 7 Bidder's Application Specification Unit of Bid Section No. Measure Quantity Bid Summary CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Bidder's Proposal Unit Price Bid Value Lakes of River Trails East Phase 17C City Project No. - XXXXXX 00 42 43 Bid Proposal DAP cfa 17C.xls SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP-BIDPROPOSAL Page 7 of 7 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification I Unit of I Bid Description Unit Price Bid Value No. Section No. Measure Quantity UNIT I: WATER IMPROVEMENTS $240,983.251 UNIT II: SANITARY SEWER IMPROVEMENTS 1 $131,408.501 UNIT III: DRAINAGE IMPROVEMENTS 1 $44,816.001 UNIT IV: PAVING IMPROVEMENTS 1 $665,783.681 UNIT V: STREET LIGHTING IMPROVEMENTS 1 $53,757.891 UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS I I Total Construction Bid 1 $1,136,749.32 1 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 120 working days after the date when the Lakes of River Trails East Phase 17C City Project No. - XXXXXX 00 42 43_Bid Proposal DAP cfa 17C.xls SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID M 4243 DAP - BID PROPOSAL Page 7 of 7 Bidder's Application Project Item Information Lildders Proposai Specification unit of Bid Description _ Unit Price I Rid Value Section No Measure Quantity UNIT I: WATER IMPROVEMENTS $240,983.25 UNIT II SANITARY SEINER IMPROVEMENTS S131.408.50 UNIT III: DRAINAGE IMPROVEMENTS $44,816,00 UNIT IV: PAVING IMPROVEMENTS $665,783.68 UNIT V: STREET LIGHTING IMPROVEMENTS $53,757 89 UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS Chic Bid is submitted by the entity named below: BIDDER: Walker Utilities, Inc. 124 Brown Trail Hurst. TX 76(K3 Contractor agrees to complete N'ORIC for FMAL A( CEPTAM I. within CONTRACT commences to run as prodded in the General Conditions. Total Construction Bid $1,136, 749.32 Rl: Brnntlui�lalkcr `�, V Nor Ill LE: ice President ~• . ' � ' Date 10/13/2022 working days after the date w hen the END OF SECTION i a• i ITi OF FORT WORTH Lakes of Rrver Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCU(vIFINTS - DFATL.OPER AWARDED PROM City Project No. - X—AXXX C Form Version Vav 22, 2019 toil 42 43_Bid Proposal_DAP cfik 17Cxls xlsx SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP »BID PROPDBAL Page 7 of 7 Bidder's Application Project Item Information Bidder's Proposal Bidltst Item Description Specification Unit of Bid Unit Price Rid Value No Sec on Nu. Measure Qutntity UNIT I: WATER IMPROVEMENTS $240,953.,25 UNIT II: SANITARY SEWER IMPROVEMENTS T r w _^w $131,408.60 UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS .$53,757.89 UNIT Vt: TRAFFIC SIGNAL €MPROVEMENTS Total Construction Bid $i,136,749.321 This Bid is submitted by the entity named below: BIDDER: Stabile and Winn I'U BOX 79,180 Saginaw,TX 76t79 Contractor agrces to complete WORK for FINAL ACCEPTANCE within CONTRACT commence to run as provided in the General Conditions. END Or SECTION CITY OF FORS' NVORTU STANDARD CONSTRUCTION SPECDIC.A"OW DOCUVTMS - DUVf1,0PBR AWARDED PROTECTS Form Version May 22, 2019 120. : worldng days after the date when the Lakua uFl2iver Trails Enatrhese 17C City Project No. - XXX)= 00 42 43_Hid Proposal —DAP Olt 17C,Xls,xlsx UNIT PRICE BID I Bidlist Item� No. 00 42 43 DAP - BID PROPOSAL Page 7 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Application Project Item Information Bid Description Specification Unit of I Section l�To. Measure Quantity I UNIT 1: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS This Bid is submitted by the entity named below: BIDDER: STF Design & Build 2820 Belknap Fort tk or%h. J-X 76111 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. Total Construction Bid BY: Larry Hussey TITLE: Vice Presi ent Date 10/13/2022 END OF SECTION Bidders Proposal Unit Price I Bid Value $240,983.25 ,408.50 _ $44,816.00 $665,783.68 $53,757.89 $1,136,749.32 1 120 working days after the date when the CRY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. - )DOOM Form Version May 22, 2019 00 42 43_Bid Proposal DAP efa 17C.xls.xlsx 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 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 "Maior Work Tvne" box Drovide the complete maior work tune and actual description as nrovided by the Water Department for water and sewer and TPW for Raving., Major Work Type Water New Development Open Cuts (all sizes); Wastewater New Development Open Cuts (all sizes) Contractor/Subcontractor Company Name Prequalification Expiration Date Walker Utilities 1/31/2024 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Walker Utilities, Inc. 124 Brown Trail Hurst, Texas 76053 BY: Gary Walker (Signature) TITLE: Pre-siJen--- DATE: /o /13/Qa END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12 Prequalification Statement 2015—DAP Utilities.dou Form Version September 1, 2015 1 2 4 5 6 7 8 9 10 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 00 45 26 - 1 CON TRAC I OR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 103400. 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: WaIKe-r U'�JII�jGS�G� Company -� Address H vrJ4 T-X 03,3 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § By: 'Y ", (Please Print) Signature: Title: (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared &4 Oil t gllee-�- , known to me to be the person whose name is subscribed to the foregoing instrument, a d acknowledged to me that he/she executed the same as the act and deed of Vice, P.-&o I for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �'3 day of 0C.+,,bc1- , 20a NWIFy4ulic in and forrhe State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2. 2014 JASON ESCOBEDO Notary Public, State of Texas Comm. Expires 02-26-2025 0 1 ,�`�� 44hil%�` Notary ID 126817961 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on /O -13 " 2----' is made by and between the Developer, 4 CKK Residential Group II, LLC, authorized to do business in Texas ("Developer"), and Walker 5 Utilities, authorized to do business in Texas, acting by and through its duly authorized 6 representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Lakes of River Trails East Phase 17C 16 City Protect No.—103400; X No.—X-27004; FID No. — 30114-0200431-103400-EO7685 17 File No. — W-2781 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 120 working days after the date 24 when the Contract Time commences to rUn as provided in Paragraph 12.04 of the Standard 25 City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liquidated damages 27 28 29 30 31 32 33 34 35 36 37 Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof , Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer One thousand Dollars ($1,000.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 4 38 Article 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 40 Documents an amount in current funds of _four hundred seventeen thousand two hundred seven 41 dollars and seventy five cents ($_417,207.75_). 42 Article 5. 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 (DAP Version) 50 2) Prequalification Statement 51 3) State and Federal documents (project specific) 52 b. Insurance ACORD Form(s) 53 c. Payment Bond (DAP Version) 54 d. Performance Bond (DAP Version) 55 e. Maintenance Bond (DAP Version) 56 f. Power of Attorney for the Bonds 57 g. Worker's Compensation Affidavit 58 h. MBE and/or SBE Commitment Form (If required) 59 3. Standard City General Conditions of the Construction Contract for Developer 60 Awarded Projects. 61 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Documents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 8. Documentation submitted by Contractor prior to Notice of Award. 68 9. The following which may be delivered or issued after the Effective Date of the 69 Agreement and, if issued, become an incorporated part of the Contract 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 Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised June 16, 2016 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 4 76 Article 6. INDEMNIFICATION 77 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 78 expense, the city, its officers, servants and employees, from and against any and all 79 claims arising out of, or alleged to arise out of, the work and services to be performed 80 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 81 under this contract. This indemnification provision is specifically intended to overate 82 and be effective even if it is alleged or proven that all or some of the damages beine 83 soueht were caused, in whole or in Dart, by anv act, omission or neeli2ence of the citv. 84 This indemnity provision is intended to include, without limitation, indemnity for 85 costs, expenses and legal fees incurred by the city in defending against such claims and 86 causes of actions. 87 88 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 89 the city, its officers, servants and employees, from and against any and all loss, damage 90 or destruction of property of the city, arising out of, or alleged to arise out of, the work 91 and services to be performed by the contractor, its officers, agents, employees, 92 subcontractors, licensees or invitees under this contract. This indemnification 93 vrovision is specifically intended to overate and be effective even if it is alleged or 94 proven that all or some of the damaEes beinE soueht were caused, in whole or in vart, 95 by anv act, omission or nealiLence of the citv. 96 97 Article 7. MISCELLANEOUS 98 7.1 Terms. 99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 100 the Construction Contract for Developer Awarded Projects. 101 7.2 Assignment of Contract. 102 This Agreement, including all of the Contract Documents may not be assigned by the 103 Contractor without the advanced express written consent of the Developer. 104 7.3 Successors and Assigns. 105 Developer and Contractor each binds itself, its partners, successors, assigns and legal 106 representatives to the other party hereto, in respect to all covenants, agreements and 107 obligations contained in the Contract Documents. 108 7.4 Severability. 109 Any provision or part of the Contract Documents held to be unconstitutional, void or 110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 111 remaining provisions shall continue to be valid and binding upon DEVELOPER and 112 CONTRACTOR. 113 7.5 Governing Law and Venue. 114 This Agreement, including all of the Contract Documents is performable in the State of 115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 116 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 00, Project No. - 103400 Revised June 16, 2016 0052.13-4 Developer Awarded Project Agreement Pave 4 ol'T 117 118 7.6 Authority to Sign 119 Contractor shall attach evidence of authority to sign Agreement, if other than duly 120 authorized signatory of the Contractor. 121 122 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 123 counterparts. 124 125 This Agreement is effective as of the last date signed by the Patties ("Effective Date"). 126 Contractor: Walker Utilities, Inc. Developer: CKK Residential Group 11, LLC By: By: (Signature) (Signat re) Brandon Walker _Kenneth B. Newell (Printed Name) (Printed Name) 127 Title: Vice President Company Name: Walker Utilities, Inc. Address: 124 Brown Trail City/State/Zip: Hurst. TX 76053 1 0 1/3 12 Z Date Title: Managing Member Company name: CKK Residential Group 11, LLC Address: PO Box 185104 itN/State/Zip: Fort Worth. TX 76181 10/ 13/2022 Date CITY OF FORT WORTH lakes ofRIver Trads East Phase l 7C STANDARD CONSTRUCTION SPECIFICATION DOCUMEN 1,, — DEVELOPER AWARDED PROJECTS 00 Project No. - 103400 Revised .tune 16.2016 Bond No. 4450867 006213-1 PERFORMANCE BOND Page 1 of 2 1 SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Walker Utilities. Inc. , known as "Principal" 9 herein and SureTec Insurance Company a corporate surety(sureties, if 10 more than one) duly authorized to do business in the State of Texas, known as "Surety" herein 11 (whether one or more), are held and firmly bound unto the Developer, CKK Residential Group II, 12 LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas 13 municipal corporation ("City"), in the penal sum of, FOUR HUNDRED SEVENTEEN 14 THOUSAND TWO HUNDRED SEVEN DOLLARS AND SEVENTY FIVE CENTS 15 ($_417,207.75_), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 16 Texas for the payment of which sum well and truly to be made jointly unto the Developer and the 17 City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and 18 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 CFA22-0153;and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 23 the 13th day of October , 20 22, which Contract is hereby referred to and made a 24 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 25 and other accessories defined by law, in the prosecution of the Work, including any Change 26 Orders, as provided for in said Contract designated as Lakes of River Trails East Phase 17C. 27 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 28 shall faithfully perform it obligations under the Contract and shall in all respects duly and 29 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 30 specifications, and contract documents therein referred to, and as well during any period of 31 extension of the Contract that may be granted on the part of the Developer and/or City, then this 32 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Lakes of River Trails East Phase 17C City Project No.-103400 006213-2 PERFORMANCE BOND Page 2 of 1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 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 of the 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 on this the 14th day of 9 October 20 22 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 ATTEST: (Pri cipal) Secretary Witness as to Principal c � Witness at to Surety, Crystal L4nghorn PRINCIPAL: Walker Utilities. Inc. BY: Signature Brandon Walker. Vice President_ Name and Title Address: 124 Brown Trail Hurst TX 76053 SURETY: SureTec Insurance Company y 0 A BY: k A_/�jiA ( /'-11i Signature ' Elena Sells, Attorney -In -Fact Name and Title Address: 2103 CityWest Blvd., Suite 1300 Houston, TX 77042 Telephone Number: (713) 812-0800 *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 Lakes of River Trails East Phase 17C STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No.-103400 Revised January 31, 2012 Bond No. 4450867 006214-1 PAYMENT BOND Pagel of 2 1 SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Walker Utilities, Inc. known as 8 "Principal" herein, and SureTec Insurance Company , a 9 corporate surety ( or sureties if more than one), duly authorized to do business in the State of 10 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 11 Developer, CKK Residential Group II, LLC, authorized to do business in Texas "(Developer"), 12 and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of FOUR 13 HUNDRED SEVENTEEN THOUSAND TWO HUNDRED SEVEN DOLLARS AND 14 SEVENTY FIVE CENTS ($_417,207.75—), lawful money of the United States, to be paid in Fort 15 Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto 16 the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, 17 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 CFA22-0153;and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 13th day of October , 20 22 , which Contract is hereby 23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 25 Work as provided for in said Contract and designated as Lakes of River Trails East Phase 17C. 26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 30 force and effect. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No.-103400 Revised January 31, 2012 006214-2 PAYMENT BOND Page 2 of2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said 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 14th day of 6 October 20 22 7 8 9 10 11 12 13 14 ATTEST: (Principal) Secretary Witness as to Principal ATTEST: N/A (Surety) Secretary �&1\1- Witness is to Surety, Crysta nghorn PRINCIPAL: Walker Utilities, Inc. BY: Signature Brandon Walker, Vice President Name and Title Address: 124 Brown Trail Hurst, TX 76053 SURETY: SureTec Insurance Company BY: Flu Signature Elena Sells, Attorney -In -Fact Name and Title Address: 2103 CityWest Blvd., Suite 1300 Houston, TX 77042 Telephone Number: (713) 812-0800 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both 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 Lakes of River Trails East Phase 17C STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised January 31, 2012 Bond No. 4450867 006219-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 6219 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Walker Utilities, Inc. , known as "Principal" 9 herein and SureTec Insurance Company a corporate surety (sureties, if 10 more than one) duly authorized to do business in the State of Texas, known as "Surety" herein 11 (whether one or more), are held and firmly bound unto the Developer, CKK Residential Group II, 12 LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas 13 municipal corporation ("City"), in the sum of FOUR HUNDRED SEVENTEEN THOUSAND 14 TWO HUNDRED SEVEN DOLLARS AND SEVENTY FIVE CENTS (S 417,207.75 ), 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 16 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and 17 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 18 jointly and severally, firmly by these presents. 19 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 NumberCFA22-0153; and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the 13th day of October . 20 22 , which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the 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 Lakes of River Trails East Phase 29 17C; and 30 31 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 32 accordance with the plans, specifications and Contract Documents that the Work is and will 33 remain free from defects in materials or workmanship for and during the period of two (2) years 34 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No.-102400 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 006219-2 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Lakes of River Trails East Phase 17C City Project No.-102400 1 2 9 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 006219-3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 14th day of October . 20 22 ATTEST: (Z�u - (Principal) Secretary Witness as to Principal ATTEST: N/A (Surety) Secretary Witness alto Surety, Crystal nghorn PRINCIPAL: Walker Utilities. Inc. BY: 1�)� Signature Brandon Walker, Vice President Name and Title Address: 124 Brown Trail Hurst. TX 76053 SURETY: SureTec Insurance Company BY: Signatu e Elena Sells, Attorney -In -Fact Name and Title Address: 2103 CityWest Blvd., Suite 1300 Houston, TX 77042 Telephone Number: (713) 812-0800 *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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Lakes of River Trails East Phase 17C City Project No.-102400 00 45 12 DAP PREQUALIPICATION STATEDdINT Page I of I SECTION 00 4512 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 "Mai or Work Tvrie" box provide the complete maior work tvpe and actual descrin_ tion as vrovided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Machine Laid Concrete Paving Stabile and Minn, Inc. 10/31/24 Construction The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. 11,311111 Stabile and Winn, Inc PO Box 79380 Saginaw, Texas 76179 TITLE: President DATE: END OF SECTION CFiY OF FORT WORTH urArcoAfco coNsrRUGnON PREQUAUFICATION STATEMENT — DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 00 45 12_Prequalification Statement 2015_DAP Paving.dou 00 45 26 -1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 496.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No.103400. Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 9 CONTRACTOR: 10 Stabile & Winn, Inc. Jerry Henderson I 1 By: 12 Company ( as Tint) 13 P.O. Box 79380 14 Signature - ire Address 16 Saginaw, Texas ice -President 17 Title: 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 BEFORE ME, the undersigned authority, on this day personally appeared 26 Jerry Henderson, known to me to be the person whose name is subscribed to the foregoing 27 instrument, and acknowledged to me that he/she executed the same as the act and deed of Stabile 28 & Wind, Inc. for the purposes and consideration therein expressed and in the capacity therein 29 stated. 30 31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 211d day of 32 January, 2024. 33 34 35 36 CA2,Lkic 4hi and for the State of Texas 37 38 END OF SECTION 39 vp JOHN W. STABILE ' NOTARY PUBLICS * * STATE OF TEXAS MY COMM. EXP. 07/01/27 ,NOTARY lI3 403937-4 CITY OF FORT WORTH Lakes of river Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.-103400 Revised April 2, 2014 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 I SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on /�-" 1.3- axis made by and between the Developer, 4 CKK Residential Group II, LLC, authorized to do business in Texas ("Developer"), and Stabile 5 and Winn, Inc,, authorized to do business in Texas, acting by and through its duly authorized 6 representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Lakes ofRiver Trails East Phase 17C 16 City Proiect No.—103400: X No.—X-27004; FID No. — 30114-0200431-103400-EO7685 17 File No. — W 2781 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence, 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 120 working days after the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 25 City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that Developer 28 will suffer financial loss if the Work is not completed within the times specified in 29 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 30 the Standard City Conditions of the Construction Contract for Developer Awarded 31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 33 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 35 Developer One thousand Dollars ($1.000.00) for each day that expires after the time 36 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 37 Acceptance. s CITY OF FORT WORTH Lakes of River Trails Last Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Projecl No.-103400 Revised June 16, 2016 00 52 43 - 2 Developer Awarded Project Agreement 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 _six hundred sixty five thousand seven hundred eighty 41 three dollars and sixty eight cents Dollars ($665,783.68). 42 Article 5. 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 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance :Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions, 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.-103400 Revised June 16, 2016 00 52 43 -3 Developer Awarded Project Agreement Page 3 of 4 76 Article 6. INDEMNIFICATION 77 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 78 expense, the city, its officers, servants and employees, from and against any and all 79 claims arising out of, or alleged to arise out of, the work and services to be performed 80 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 81 under this contract. This indemnification provision is specifcally intended to operate 82 and be effective even if it is alleged or proven that all or some of the damages being 83 sought were caused. in whole or in part. by anv act, omission or negligence of the city. 84 This indemnity provision is intended to include, without limitation, indemnity for 85 costs, expenses and legal fees incurred by the city in defending against such claims and 86 causes of actions. 87 88 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 89 the city, its officers, servants and employees, from and against any and all loss, damage 90 or destruction of property of the city, arising out of, or alleged to arise out of, the work 91 and services to be performed by the contractor, its officers, agents, employees, 92 subcontractors, licensees or invitees under this contract. This indemnification 93 provision is specifically intended to operate and be effective even if it is alleged or 94 proven that all or some of the damages being sous_sht were caused, in whole or in part._ 95 by anv act, omission or negligence of the city. 96 97 Article 7. MISCELLANEOUS 98 7.1 Terms: 99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 100 the Construction Contract for Developer Awarded Projects, 101 7.2 Assignment of Contract. 102 This Agreement, including all of the Contract Documents may not be assigned by the 103 Contractor without the advanced express written consent of the Developer. 104 7.3 Successors and Assigns. 105 Developer and Contractor each binds itself, its partners, successors, assigns and legal 106 representatives to the other party hereto, in respect to all covenants, agreements and 107 obligations contained in the Contract Documents. 108 7.4 Severability. 109 Any provision or part of the Contract Documents held to be unconstitutional, void or 110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 111 remaining provisions shall continue to be valid and binding upon DEVELOPER and 112 CONTRACTOR. 113 7.5 Governing Law and Venue. 114 This Agreement, including all of the Contract Documents is performable in the State of 115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 116 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Lances of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.-103400 Revised June 16, 2016 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 117 118 7.6 Authority to Sign. 119 Contractor shall attach evidence of authority to sign Agreement, if other than duly 120 authorized signatory of the Contractor. 121 122 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 123 counterparts. 124 125 This Agreement is effective as of the last date signed by the Parties ("Effective Date"), 126 Contractor: Stabile & Winn., Inc. $ lgnature) John W. Stabile (Printed Name) Title: President Company Name: Stabile & Winn„ Inc. Address: PO Box 79380 City/State/Zip: Saginaw, TX 76179 10/13/2022 Date 127 Developer: CKKResidential Group II, LLC By: ,AJ0- (Sign lure) Kenneth B. Newell (Printed Name) Title: Managing Member Company name: CKK Residential Group II, LLC Address: PO Box 185104 City/State/Zip: Ft. Worth, TX 76181 Date 1,12— 13-aa CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.-103400 Revised June 16, 2016 . Bond No. 8050109 006213.I PERFORMANCE BOND Page 1 of 1 SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Stabile & Winn, Inc. known as "Principal' 9 herein and Amerisure Mutual Insurance Company a corporate surety(sureties, if 10 more than one) duly authorized to do business in the State of Texas, known as "Surety" herein 11 (whether one or more), are held and firmly bound unto the Developer, CKK Residential Group H, 12 LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas 13 municipal corporation ("City"), in the penal sum of, SIX HUNDRED SIXTY FIVE THOUSAND 14 SEVEN I-WNDRED EIGHTY THREE DOLLARS AND SIXTY EIGHT CENTS ($665,783.68), 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 16 payment of which sum well and truly to be made jointly unto the Developer and the `City as dual 17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 18 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 CFA22-0153 and 22 WHEREAS, the Principal has ys--entered into a certain written contract with the Developer awarded 23 the day of �(%i0/ %� , 200-4 which Contract is hereby referred to and made a 24 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 25 and other accessories defined by law, in the prosecution of the Work, including any Change 26 Orders, as provided for in said Contract designated as Lakes of River Trails East Phase 17C. 27 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 28 shall faithfully perform it obligations under the Contract and shall in all respects duly and 29 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 30 specifications, and contract documents therein referred to, and as well during any period of 31 extension of the Contract that may be granted on the part of the Developer and/or City, then this 32 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WOR'I'1I Lakes of River Trails East Phase 17C STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No.-103400 Revised January 31, 2012 0062 13 -2 PERFORMANCE BOND Page 2 of 2 I PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 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 of the 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 thi.ss ins utnent by duly authorized agents and officers on this the Z� f'—day of 9 rJC 20 do? 10 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 ATTEST: (Principal) Secretary Witness as to Principal /Yuawlt Uo._/ Witness as to Surety PRINCIPAL: Sta ' )& Winn. Inc. BY: Signature _TTain Stabile -President Name and Title Address: PO Bax 79380. ^,Saginaw, TX 761.79 SURETY: Amerisure Mutual Insurance Company BY: ea&K404 //.6( Signature Roberta H. Erb.Attorney-in-Fact^ Name and Title Address: -121 N. Rayner Street Fort Wo- rth, TX 76111 Telephone Number: $17/336-8520 43 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 44 from the by-laws showing that this person has authority to sign such obligation. If 45 Surety's physical address is different from its mailing address, both must be provided. 46 47 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No.-103400 Revised Jmivary 31, 2012 Bond No. 8050109 006214-1 PAYMENTBOND Page I of 2 I SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Stabile & Winn, Inc. known as 8 "Principal" herein, and Amerisure Mutual Insurance Company , a 9 corporate surety ( or sureties if more than one), duly authorized to do business in the State of 10 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 11 Developer, CKK Residential Group 11, LLC , authorized to do business in Texas "(Developer"), 12 and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of SIX 13 HUNDRED SIXTY FIVE THOUSAND SEVEN HUNDRED EIGHTY THREE DOLLARS 14 AND SIXTY EIGHT CENTS ($665,783.68), lawful money of the United States, to be paid in 15 Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly 16 unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, 17 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 CFA22-0153 ;and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 13 day of l��fOJ�&-r ,.20 which Contract is hereby 23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 25 Work as provided .for in said Contract and designated as Lakes of'River Trails East Phase 17C. 26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 30 force and effect. CITY OF FORT WORTH Lakes of River Trails Last Phase 17C STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No.-103400 Revised Rumary 31, 2012 006214-2 PAYMENTEOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and ynd EALED 5 this instrLuin rt by duly authorized agents and officers on this the /,`f" 4 day of 6 �iDi7er ,2001� 7 8 9 10 11 12 13 14 ATTEST: (Principal) Secretary Witness as to Principal ATTEST: (Surety) Secretary N.lojut Witness as to Surety PRINCIPAL: Stne & Winn. Inc. BY: ignature John Stabile, President Name and Title Address: PO Box 79380 Savinaw. TX 76179 SURETY: Amerisure Mutual Insurance Company BY: A_TT. ion Signature Roberta H. Erb. Attorney -in -Fact Name and Title Address: 121 N. Ramer Street Fort Worth, TX 76111 Telephone Number: 817/336-8520 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both 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 Lakes of River Trails East Phase 17C STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No.-103400 Revised January 31, 2012 Bond No. 8050109 006219-1 MAINTENANCE BOND Page I of 1 SECTION 00 62 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Stabile & Winn. Inc. , known as "Principal' 9 herein and Amerisure Mutual Insurance Company , a corporate surety (sureties, if 10 more than one) duly authorized to do business in the State of Texas, known as "Surety" herein I 1 (whether one or more), are held and firmly bound unto the Developer, CKK Residential Group 11, 12 LLC , authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas 13 municipal corporation ("City"), in the sum of SIX HUNDRED SIXTY FIVE THOUSAND 14 SEVEN HUNDRED EIGHTY THREE DOLLARS AND SIXTY EIGHT CENTS 15 ($665,783.68), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 16 Texas, for payment of which sum well and truly be made jointly unto the Developer and the City 17 as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, IS successors and assigns, jointly and severally, firmly by these presents. 19 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 CFA22-0153;and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the / 3day of 4 G740 hP"A . 20 � 4, which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the 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 .Lakes of River Trails East Phase 29 17C; and 30 31 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 32 accordance with the plans, specifications and Contract Documents that the Work is and will 33 remain free from defects in materials or workmanship for and during the period of two (2) years 34 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF PORT WORTH Lakes of River Trails East Phase 17C STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No.-103400 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2.0 21 22 23 24 006219-2 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Lakes of River Trails East Phase 17C City Project No.-103400 006219-3 MAINTENANCE BOND Page 3 of 3 I 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 44 day of 3 ZC / bOr . 20 aA . 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 ATTEST: (Principal) Secretary Witness as to Principal ATTEST: (Surety) Secretary Y4-V/ Witness as to Surety John Stabile, President Name and Title Address; PO Box 79380 Saginaw, TX 76179 SURETY: Amerisure Mutual Insurance Company BY: A" 71. Signature Roberta H. Erb, Attorney -in -Fact Name and Title Address: 121 N. Rayner Street Fort Worth, TX 76111 Telephone Number: 817/336-8520 *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 Lakes of River Trails East Phase 17C STANDARD CITY CONDITIONS -- DEVELOPER AWARDED PROJECTS City Protect No,-103400 Revised January 31, 2012 0045 12 DAP PREQUAL MCATION STATEMENT Page 1 of 1 SECTION 00 4512 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 "Maior Work Type" box provide the complete maior work type and actual description as provided by the Water Department for water and sewer and TPW for paving, Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date _ Street Lighting and Electric STF Design and Build f 1 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: STF Design and Build 2820 East Belknap Street Fort Worth, Texas 76111 :• mature) TITLE: VP DATE: j0//,- J ''Z END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT —DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 00 45 12 Prequalification Statement 2015—DAP Street Lights.docx 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 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 103400. 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: ST/= Ps,5%,il) .Amp AVIV) By: A/4-99V Company (Please Print) Signature: Address —� /I' T' /e7ran.71-y -7'kC 7k City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § Title: VP (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of for the purposes and consideration therein expressed and in the capacity therein stated. GIVEIL.UNDER MY HAND AND SEAL OF OFFICE this r day of �, Y ant-or,W , 202lv STARLYN THOMAS BARROW��# iZ &te Notary Public, State of Texas �� Pubhinc and for the f Texas \rei Comm. Expires07.31-2025 ','112�'`�+`� Notary ID 128041983 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Lakes of river Trails East Phase 17C City Project No.-103400 r 2 SECTION 00 52 43 AGREEMENT 00 52 43 - I Developer Awarded Project Agreement Page I of 4 3 THIS AGREEMENT, authorized on is made by and between the Developer, 4 CKK Residential Group II, LLC, authorized to do business in Texas ("Developer"), and STF 5 Design & Build., authorized to do business in Texas, acting by and through its duly authorized 6 representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 1 I Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Lakes of River Trails East Phase 17C 16 City Proiect No.—103400; X No. — X-27004; FID No. — 30114-0200431-103400-EO7685 17 File No. — W-2781 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 120 working days after the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 25 City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liquidated damages 27 28 29 30 31 32 33 34 35 36 37 Contractor recognizes that tirne is of the essence of this Agreement and that Developer will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof , Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer One thousand Dollars ($1, 000.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Cip: Project No. - 103400 Revised .June 16, 2016 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 38 Article 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 40 Documents an amount in current funds of _fifty three thousand seven hundred fifty seven dollars 41 and eighty nine cents ($_53,757.89_). 42 Article 5. 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 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (project specific) b. Insurance ACORD For n(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH Lakes of River Trails East Phase I7C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS Cio, Project No. - 103400 Revised June 16, 2016 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 76 Article 6. INDEMNIFICATION 77 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 78 expense, the city, its officers, servants and employees, from and against any and all 79 claims arising out of, or alleged to arise out of, the work and services to be performed 80 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 81 under this contract. This indemnification provision is specifically intended to operate 82 and be effective even if it is alleged or proven that all or some of the damages being 83 sought were caused, in whole or in part, by any act, omission or negligence of the city. 84 This indemnity provision is intended to include, without limitation, indemnity for 85 costs, expenses and legal fees incurred by the city in defending against such claims and 86 causes of actions. 87 88 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 89 the city, its officers, servants and employees, from and against any and all loss, damage 90 or destruction of property of the city, arising out of, or alleged to arise out of, the work 91 and services to be performed by the contractor, its officers, agents, employees, 92 subcontractors, licensees or invitees under this contract. This indemnification 93 provision is specifically intended to operate and be effective even if it is alleged or 94 proven that all or some of the damages being sought were caused, in whole or in part., 95 by any act, omission or negligence of the city. 96 97 Article 7. MISCELLANEOUS 98 7.1 Terms. 99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 100 the Construction Contract for Developer Awarded Projects. 101 7.2 Assignment of Contract. 102 This Agreement, including all of the Contract Documents may not be assigned by the 103 Contractor without the advanced express written consent of the Developer. 104 7.3 Successors and Assigns. 105 Developer and Contractor each binds itself, its partners, successors, assigns and legal 106 representatives to the other party hereto, in respect to all covenants, agreements and 107 obligations contained in the Contract Documents. 108 7.4 Severability. 109 Any provision or part of the Contract Documents held to be unconstitutional, void or 110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all III remaining provisions shall continue to be valid and binding upon DEVELOPER and 112 CONTRACTOR. 113 7.5 Governing Law and Venue. 114 This Agreement, including all of the Contract Documents is performable in the State of 115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 116 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Cit)) Project No. - 103400 Revised June 16, 2016 005243-4 Developer Awarded Project Agreement Page 4 of 4 117 118 7.6 Authority to Sign. 119 Contractor shall attach evidence of authority to sign Agreement, if other than duly 120 authorized signatory of the Contractor. 121 122 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 123 counterparts. 124 125 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 126 127 Contractor: STF Design & Build By. -� (Sib ature) .� Hy 74L; Larry ussey (Printed Name) Title: Vice President Company Name: STF Design & Build Address: 2820 E. Belknap St. City/State/Zip: Fort Worth, TX 76111 Date Developer: CKK Residential Group I1, LLC By: tjz-, 2. (Signature) Kenneth B. Newell (Printed Name) Title: Managing Member Company name: CKK Residential Group I1, LLC Address: PO Box 185104 City/State/Zip: Fort Worth, TX 76181 Date CITY OF FORT WORTH Lakes of Rimer Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.-103400 Revised June 16, 2016 POA #: 4221800 SureTec Insurance Company LIMITED POWER OF ATTORNEY KnowAllMen by These PresentS That SURETEC INSURANCE COMPANY (the "Company"), a c o rpo ration duly organized and existing under the laws ofthe State of Texas, and having its principa 1 office in Houston, Hams County, Texas, does b y t h es a presents make, constitute andappoint Lanny Land, Steven W. Lewis, Elena Sells, Paul Fredette, Crystal Langhorn, Adam Syswerda its true and lawful Attorney -in -fact, with fullpower and authority hereby conferredin its name, place and stead, to execute, acknowledge and deliver anyandallbonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety for, providing the bondpenaitydoes not exceed Ten Million and 00/100 Dollars ($10,000,000.00) and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the co rporate sea I of the Company and duly attestedby its Secretary, hereby ratifying and confirming a R that the said Attomey-in-Fact may do in the premises. Said appointment is made under andby authority of the followingresolution sof the Board of Directors of the SureTec Insurance Company: Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary sh all be and is hereby vested with full power and authority to appointany one ormore suitable persons as Attorney(s)-in-Factto representand act for an d on behalf of the Company s ubject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be bindingupon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney o r any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be v alid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held o n 2 0 of Ap ril, 1999.) In Witness Whereof, SURETEC INSURANCE COMPANY has causedthese presents to be signedby its President, and its corporate seal to be hereto affixed this 26th day of August , A.D. 2022 . b� SURETEC INSURANCE COMPANY SUEiAIV�+F \� ............. .I P x 9 ��_ By: w ( ut D Michael C. Keimig, President at 5,a 9ip;y�1 State of Texas ss: County of Harris On this 26th day of August A.D. 2022 before me personally came Michael C. Keimig, tome known, who, being by me duly sworn, did dep o s e and say, that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which exec ted the above instrument; thathe knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company; and that he signed his name thereto by like ord o..A. P.¢, TANYA SNEED Notary Public, State of Texas Comm. Expires 03-30-2023 Tanya Sneed, No ry Public Notary ID 128571231 My commission expires March 30,2023 I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoingis a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, s et out in the Power of Attorney are in full force and effect. ,1 Given under my hand and the seal of said Company at Houston, Texas this II `H dayof o�a ,A.D. J"-- 'M.ntBea ,Assistant Secretary Any instrument issued inexcess ofthe penalty statedabove is totally void andwithout any validity. 4221e00 For verification ofthe authority of this power you may call (713) 812-0800 any business day between 8:30 am and 3:00 pm CST. SureTec Insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION FORCE MAJEURE RIDER The obligations of the Surety and Principal under the Bond or Bonds to which this Rider is annexed are subject to the following limitations and conditions, to wit: that, it is a condition precedent to their liability hereunder that the contractual obligation (the contract or subcontract, as the case may be, being referred to in this Rider as the "Contract") between the Principal and the Obligee underlying this Bond includes (or shall be considered amended to include) a Force Majeure exclusion holding that the Principal and its Sureties shall not be held liable under this Bond or under the Contract for any impacts, delays, defaults, or damages related to Principal's work arising from, or related to epidemics, pandemics, medical emergencies, supply line interruptions, or natural disasters impacting the work required by the Contract, regardless of where such events occur, acts of God, terrorism, war, acts of government or administrative suspension, limitation, or shut -down, or the direct or indirect consequences or aftermath of any of the foregoing, and the Contract further provides that the Principal shall be entitled to an extension of the Contract Time and an equitable adjustment of the Contract Price, as a result of any of the exclusions heretofore cited. In the event the provisions for force majeure, time extensions, or equitable adjustment for time and money are more favorable to Principal in the Contract, than in this Rider, the more favorable shall apply. Revised 3-2009 AMERISURE MUTUAL INSURANCE COMPANY AMERISURE AMERISURE INSURANCE COMPANY ^S V RETY AMERISURE PARTNERS INSURANCE COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company are corporations duly organized under the laws of the State of Michigan (herein collectively the "Companies"), and that the Companies do hereby make, constitute and appoint: Tracy Tucker, Steven Tucker, Kevin J. Dunn, W. Lawrence Brown Bennett Brown and Roberta. H. Erb its true and lawful Attorney(s)-in Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge, for and on its behalf and as its act and deed, bonds or others writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts or suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of ONE HUNDRED MILLION ($100,000,000.00) DOLLARS This Power of Attorney is granted and signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company at meetings duly called and held on February 17, 2022. "RESOLVED, that any two of the President & Chief Executive Officer, the Chief Financial Officer & Treasurer, the Senior Vice President Surety, the Vice President Surety, or the General Counsel & Corporate Secretary be, and each or any of them hereby is authorized to execute, a Power of Attorney qualifying the attomey-in-fact named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that President & Chief Executive Officer, Chief Financial Officer & Treasurer or General Counsel & Corporate Secretary each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto electronically/digitally or by facsimile, and any such Power of Attorney or certificate bearing such electronic/digital or facsimile signatures or electronic/digital or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached; FURTHER RESOLVED, that any work carried out by the attorney -in -fact pursuant to this resolution shall be valid and binding upon the Company." „s „, ' i SORAN 1 By: ;spLiNSU J�,• �PGRq Q9y'. 'O�P�R,T 8 '= Michael A. Ito, Senior Vice President Q� o�P RqT =� SEAL _� SEAL "'_ € N'• 2000 `/d�i•?!�cH�GP`•' aa•� ' d' 1968 t ' $ " =-0". !cH�GP`•'•'?,� Aaron Green, Vice President -s �'•. 2000 o c - d'• �'c GP:�' "`� IN WITNESS WHEREOF, Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 25th day of March 20 22 Amerisure Mutual Insurance Company Amerisure Insurance Company Amerisure Partners Insurance Company State of Illinois County of Kane On this 25th day of March , 20 22 , before me, a Notary Public personally appeared Michael A. Ito, of Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company and Aaron Green of Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power ofAttomey as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFFICKL SEAL M KETINY LNNOTALRYPUBUO,MS`IEITE OF 1LLINOIS SION EXPIRES 12/04f2025 M.Kcnny.Notary' , I, Shannon K. Anderson, the duly elected Vice President, General Counsel & Corporate Secretary of Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by said Companies, which remains in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this_day of 20_ Shannon K. Anderson, Vice President, General Counsel & Corporate Secretary AMERISURE S- U R E T Y Texas Important Notice IMPORTANT NOTICE To obtain information or make a complaint: You may call Amerisure Surety's toll -free telephone number for information or to make a complaint at: 1-800-257-1900 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights, or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P.O. Box 12030 Austin, TX 78711-2030 Fax: (512) 490-1007 Web: www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Amerisure Mutual Insurance Company Amerisure Insurance Company Amerisure Partners Insurance Company P.O. Box 9098 Farmington Hills, MI 48333-9098 AVISO IMPORTANTE Para obtener informacion o para presentar una queja: Usted puede llamar al numero de telefono gratuito de Amerisure Surety's para obtener informacion o para presentar una queja al: 1-800-257-1900 Usted puede comunicarse con el Departamento de Se-guros de Texas para obtener information sobre com-panias, coberturas, derechos, o quejas al: 1-800-252-3439 Usted puede escribir al Departamento de Seguros de Texas a: P.O. Box 12030 Austin, TX 78711-2030 Fax: (512) 490-1007 Sitio web: www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov DISPUTAS POR PRIMAS DE SEGUROS O RECLAMACIONES: Si tiene una disputa relacionada con su prima de seguro o con una reclamacion, usted debe comunicarse con la compania primero. Si la disputa no es resuelta, usted puede comunicarse con el Departamento de Seguros de Texas. ADJUNTE ESTE AVISO A SU POLIZA: Este aviso es solamente para propositos informativos y no se con-vierte en parte o en condicion del documento adjunto. BID QUALIFICATION: 01 This proposal is submitted with the understanding that the owner's credit and financial arrangements for making payment under the Contract are satisfactory to Stabile & Winn, Inc. 02 Partial Payments on the Fifteenth of the next month, Final Payment immediately upon acceptance from Owner. 03 Two Year Maintenance Bond is included. 04 All Testing, Soil Series, and Coring for Compliance to be furnished & paid for by others. 05 Construction Staking is not included. 06 Inspection Fees, if any, to be paid for by others. 07 Backfill all work is included. 08 Utility Relocations, if any, to be furnished & paid for by others. 09 Temporary Barricades with Lites & Signage are included. 10 Imported Material (Topsoil, Select Fill, etc.) & Seeding Parkways are not included. 11 After the Utility Contractor has completed their work, the Street Subgrade and Parkways must be restored to +/- 0.10 Ft. by others or it will be done on a Force -Account -Basis. 12 Sales Tax is not included. 13 The Erosion Control Plan (SWPPP), and the implementation of the plan are not included. However, the maintaining of the existing implementation is included. 14 Unit Prices are contingent upon all the incorporated materials being installed prior to March 31, 2023. If all the incorporated materials cannot be installed within this time frame, then our unit prices maybe subjected to increases due to delays that are not within our cause or scope of work, and shall be treated as a Change Order to the Contract. This Bid Qualification is a part of this Contract. Contractor: STABILE & WINN, INC. Si John W�'iabile President 006213-1 PERFORMANCE BOND Page 1 of 2 Bond No. 4456189 1 SECTION 00 6213 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, STF Design & Build , known as "Principal" 8 herein and SureTec Insurance Company , a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, CKK 11 Residential Group H, LLC, authorized to do business in Texas ("Developer") and the City of Fort 12 Worth, a Texas municipal corporation ("City"), in the penal sum of, FIFTY THREE 13 THOUSAND SEVEN HUNDRED FIFTY SEVEN DOLLARS AND EIGHTY NINE 14 CENTS ($ 53, 757.89 ),lawful money of the United States, to be paid in Fort Worth, Tarrant 15 County, Texas for the payment of which sum well and truly to be made jointly unto the 16 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, 17 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 CFA22-0153; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the / 3 day of D�� O 6e� , 20A which Contract is hereby referred to and made a 23 part hereof for all purposes as if fully set forth herein, to funush all materials, equipment labor 24 and other accessories defined by law, in the prosecution of the Work, including any Change 25 Orders, as provided for in said Contract designated as Lakes of River Trails East Phase 17C. 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 period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 2 Bond No. 4456189 1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 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 of the 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 ' St ent by duly authorized agents and officers on this the A�,A day of 9 � BPr . 20 0 �. 10 PRINCIPAL: 11 STF Desijzn & Build 12 13 14 BY: 15 Sig re 16 ATTEST: 17 18 _J,4/2/1, y IV II S5 1 / ✓' G r�'f_/G/} >1 d •v-S 19 (Principal) Secretary Name and Title 20 21 Address: 2820 East Belknap Street 22 Fort Worth, TX 76111 23 24 25 Witness as to Principal 26 SURETY: 27 _Sure c Insurance Commm, 28 29 BY: _ 30 s0afWe 31 32 Pavton Blanchard. Attorrxev-in-Fact_ 33 Name and Title 34 35 Address: 2103 CitvWest Blvd. Suite 1300 36 Houston, TX 77042 37 38 39 Witnes as to Surety, Jessica Turner Telephone Number: 713-812-0800 40 41 42 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 43 from the by-laws showing that this person has authority to sign such obligation. If 44 Surety's physical address is different from its mailing address, both must be provided. 45 46 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No.-103400 Revised January 31, 2012 POA #: 4221178 SureTec Insurance Company LIMITED POWER OF ATTORNEY Know AllMen by These Presents; That SURETEC INSURANCE COMPANY (the "Company"), a c o rp o ration duly organized and existing under the laws o f the State o f Texas, and having its principal office in Houston, Harris County, Texas, does b y t h es e presents make, constitute and appoint William Mitchell Jennings, Lindsay Senior Gingras, Jessica Turner, Payton Blanchard, William Blanchard, James R. Reid, Markham Paukune its true and lawful Attorney -in -fact, with fullpowerand authority hereby conferredin its name, place and stead, to execute, acknowledge and deliver anyandallbonds,recognizances,undertaldngs or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents ofsurety for, providing the bond penalty does not exceed Five Million and 00/100 Dollars ($5,000,000.00) and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporate sea I of the Company and duly attestedby its Secretary, herebyratifying and confimaing all that the said Attomey-in-Fact may do in the premises. Said appointment is madeunderandby authority of the followingresolutions of the Board of Directors of the Sure Tec Insurance Company: Be it Resolved, thatthe President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall b e and is hereby vested with fullpower and authority to appoint any one or more suitable persons as Attorney(s)-in-Factto represent and act for and on behalf of the Company subject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be bindingupon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney o r any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be v alid and bindingupon the Company with respect to any bond or undertakingto which it is attached. (Adopted ata meeting held o n 2 01h of Ap ril, 1999) In Witness Whereof, SURETEC INSURANCE COMPANY has causedthese presents to be signedby its President, and its corporate seal to be hereto affixed this 11th dayof January, A.D. 2022 . wra,�r SURETEC INSURANCE COMPANY �,as xSA qc4� By: G w ; w s D Michael C. Keimig, President s �_�j State of Texas ss: County of Harris ^" " On this t uh day of January, A.D. 2022 before me personally came Michael C. Keimig, tome known, who, being by me duly sworn, did depose and say, that he resides in Houston, Texas, thathe is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company; and that he signed his name thereto by like order. - - - -.,- XENIA CHAVEZ y s a; Notary Public, State of Texas *i *: Notary ID# 12911765-9 t r`w My Commission Expires i SEPTEMBER 10, 2024 i ''haven, l�Otary Public y commission expires September 10, 2024 I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set out in the Power of Attorney are in full force and effect. �j g Given under myhandandthesealof-aidCoinpiayatHouston, Texas this 14/ V,p y� dayof (.� htf, �aa'�/1 ,A.D. 472 M. Br'entBeaty, AssistantS retary Any instrument issued in excess of the penalty stated above is totally void and without any validity. 4221178 For verification of the authority of this power you may call (713) 812-0800 any business day between 8:30 am and 5:00 pm CST. 006214-1 PAYMENT BOND Page 1 of 2 Bond No. 4456189 1 SECTION 00 6214 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, STF Design & Build known as 8 "Principal" herein, and SureTec Insurance Companv , a corporate surety ( or 9 sureties if more than one), duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, CKK 11 Residential Group II, LLC, authorized to do business in Texas "(Developer"), and the City of Fort 12 Worth, a Texas municipal corporation ("City"), in the penal sum of FIFTY THREE 13 THOUSAND SEVEN HUNDRED FIFTY SEVEN DOLLARS AND EIGHTY NINE 14 CENTS ($ 53,757.89 ), lawful money of the United States, to be paid in Fort Worth, Tarrant 15 County, Texas, for the payment of which sum well and truly be made jointly unto the Developer 16 and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors 17 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 CFA22-0153;and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the / 5 day of f f ,� be(- , 20 psi A, which Contract is hereby 23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 25 Work as provided for in said Contract and designated as Lakes of River Trails East Phase 17C. 26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 30 force and effect. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised January 31, 2012 006214-2 PAYMENT BOND Page 2 of 2 Bond No. 4456189 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED,,Qand SEALED 5 this instrument by duly authorized agents and officers on this the I`t---��,i({ day of 7 PRINCIPAL: STF Desian & Build ATTEST: BY: / Signatuil-e 8 9 10 11 12 13 14 (Principal) Secretary Witness as to Principal ATTEST: (Surety) Secretary � ti- I- Witn ss as to Surety, Jessica Turner Name and Title Address: 2820 East Belknap Street_ Fort Worth, TX 76111 SURETY: SureTec Insurance Company BYIS4re� Payton Blanchard, Attorney -in -Fact Name and Title Address: 2103 CitvWest Blvd. Suite 1300 Houston, TX, 77042 Telephone Number: _713-812-0800 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both 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 Lakes of River Trails East Phase 17C STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised January 31, 2012 POA #: 4221178 SureTec Insurance Company LIMITED POWER OF ATTORNEY KnowAllMenbyThesePresenNThatSURETECINSURANCECOMPANY(the"Company"),a corporation duly organized and existing under the laws ofthe State ofTexas, and havingits principal office in Houston, Harris County, Texas, does by these presents make, constitute andappoint William Mitchell Jennings, Lindsay Senior Gingras, Jessica Turner, Payton Blanchard, William Blanchard, James R. Reid, Markham Paukune its true and lawfulAttomey-in-fact, with fullpower and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety for, providing the bond penalty does not exceed Five Million and 00/100 Dollars ($5,000,000.00) and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporate seal of the Company andduly attestedby its Secretary, herebyratifying and confirming all that the said Attomey-in-Fact may do in the premises. Said appointment is made under andby authority of the followingresolution softhe Board of Directors of the SureTec Insurance Company: Be it Resolved, thatthe President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall b e and is hereby vested with fullpower and authority to appoint anyone or more suitable persons as Attorney(s)-in-Factto represent and act for and on behalf of the Company subject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be bindingupon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be v alid and bindingupon the Company with respect to any bond or undertakingto which it is attached. (Adopted at a meeting held o n 2 0 rh of Ap ril, 1999.) In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signedby its President, and its corporate seal to be hereto affixed this 11th dayof January, A.D. 2022 . SURETEC INSURANCE COMPANY yVRAN F �Ua.••X...9 oo4s By: u, = W , a= Michael C. Keimig, President �i 5 E 1 < State of Texas ss: County of Harris d N On this 11th day of January, A.D. 2022 before me personally came Michael C. Keimig, tome known, who, being by me duly sworn, did depose and say, that he resides in Houston, Texas, thathe is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company; and that he signed his name thereto by like order. XENIA CHAVEZ , r; •A XSNotary public, State of Texas �i •= Notary ID# 12911765-9 > ' "c My Commission Expires } SEPTEMBER 10, 2024 tehaven, otary Public y commissionexpires September 10, 2024 I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, s et out in the Power of Attorney are in full force and effect, Given under my hand and the seaiofsaid Company atHouston, Texas this �7 ll dayof (/ � aGa� , A.D. M. Brent Beaty, AssistantS retary Any instrument issued in excess of the penalty stated above is totally void and without any validity. 4221178 For verification of the authority of this power you may call (713) 812-0800 any business day between 8:30 am and 5:00 pm CST. 006219-1 MAINTENANCE BOND Page 1 of 3 Bond No. 4456189 1 SECTION 00 62 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, STF Desian & Build , known as "Principal" 9 herein and _SureTec Insurance Comnanv , a corporate surety (sureties, if 10 more than one) duly authorized to do business in the State of Texas, known as "Surety" herein 11 (whether one or more), are held and firmly bound unto the Developer, CKK Residential Group H, 12 LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas 13 municipal corporation ("City"), in the sum of FIFTY THREE THOUSAND SEVEN 14 HUNDRED FIFTY SEVEN DOLLARS AND EIGHTY NINE CENTS ($ 53,757.89 ), 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 16 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and 17 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 18 jointly and severally, firmly by these presents. 19 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 CFA22-0153; and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the day of (/ G' / fi r' 20 a a, which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the 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 Lakes of River Trails East Phase 29 17C, and 30 31 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 32 accordance with the plans, specifications and Contract Documents that the Work is and will 33 remain free from defects in materials or workmanship for and during the period of two (2) years 34 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No.-103400 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 Bond No. 4456189 1 2 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 3 upon receiving notice from the Developer and/or City of the need thereof at any time within the 4 Maintenance Period. 5 6 NOW THEREFORE, the condition of this obligation is such that if Principal shall 7 remedy any defective Work, for which timely notice was provided by Developer or City, to a 8 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 9 remain in full force and effect. 10 11 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 12 noticed defective Work, it is agreed that the Developer or City may cause any and all such 13 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 14 by the Principal and the Surety under this Maintenance Bond; and 15 16 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 17 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 18 Worth Division; and 19 20 PROVIDED FURTHER, that this obligation shall be continuous in nature and 21 successive recoveries may be had hereon for successive breaches. 22 23 24 CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No.-103400 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 Bond No. 4456189 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 AkM day of 3 (/ �if�f-�+" 20 a . 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 PRINCIPAL: STF Desien & Build BY: Sig ture ATTEST: (Principal) Secretary Name and Title Witness as to Principal Address: 2820 East Belknap Street Fort Worth, TX 76111 SURETY: SureTec Insurance Company BY: Sig re Payton Blanchard, Attorney -in -Fact ATTEST: Name and Title Address: 2103 CitvWest Blvd. (Surety) Secretary Houston. TX 77042 Wi�nssas to Surety, Jessica Turner Telephone Number: 713-812-0800 *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 Lakes of River Trails East Phase 17C STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised January 31, 2012 POA a: 4221178 SureTec Insurance Company LIMITED POWER OF ATTORNEY KnowAllMen by These PresenN That SURETEC INSURANCE COMPANY (the "Company"), a c o rpo ration duly organized and existing under the laws ofthe State ofTexas, and having its principal office in Houston, Harris County, Texas, does by these presents make, constitute and appoint William Mitchell Jennings, Lindsay Senior Gingras, Jessica Turner, Payton Blanchard, William Blanchard, James R. Reid, Markham Paukune its true and lawful Attorney -in -fact, with fullpowerand authority hereby conferredin its name, place and stead, to execute, acknowledge and deliver anyandallbonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety for, providing the bondpenalty does not exceed Five Million and 00/100 Dollars ($5,000,000.00) and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporat e seal of the Company and duly attestedby its Secretary, hereby ratifying and confirming a R that the said Attomey-in-Fact may do in the premises. Said appointment is made under andby authority of the followingresolution sof the Board of Directors of the SureTec Insurance Company: Be it Resolved, thatthe President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall b e and is hereby vested with fullpower and authority to appoint anyone or more suitable persons as Attorney(s)-in-Factto represent and act for and on behalf of the Company subject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shallbe bindingupon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney o r any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be v alid and bindingupon the Company with respect to any bond or undertakingto which it is attached. (Adopted at a meeting held o n 2 01h of Ap ril, 1999.) In Witness Whereof, SURETEC INSURANCE COMPANY has causedthese presents to be signedby its President, and its corporate seal to be hereto affixed this 11n, dayof January, A.D. 2022 . SVRAN� SURETEC INSURANCE COMPANY By: w i w D= +z'•. Michael C.Keimig,President 9�, :•. .. 5 State of Texas ss: '••-••" County of Harris On this 11th day of January, A.D. 2022 before me personally came Michael C. Keimig, to me known, who, beingby me duly sworn, did depose and say, that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument; thathe knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company; and that he signed his name thereto by like order. XENIA CHAVEZ 2' Notary Public, State of Texas Notary ID# 12911765-9 r• �:' My commission Expires SEPTEMBER 10, 20P-4 ''Chavez, M 'aary Public y commission expires September 10, 2024 I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, s et out in the Power of Attorney are in full force and effect. Given undermyhandandthesealofsaid Company atHouston,Texas this day of �� ���A ,A.D. M.BrentBeaty,AssistantS retary Any instrument issued in excess ofthe penalty stated above is totally void and without any validity. 4221178 For verification of the authority of this power you may call (713)812-0800 anybusiness day between 8:30 am and 5:00 pm CST. SureTec Insurance Company IMPORTANT NOTICE Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 9737 Great Hills Trail, Suite 320 Austin, TX 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252- 3439. You may write the Texas Department of Insurance at: PO Box 149104 Austin, TX 78714-9104 Fax#: 512-490-1007 Web: httr)://www.tdi.texas.gov Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Texas Rider 8/2019 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 Article 1 — Definitions and Terminology.......... 1.01 Defined Terms ............................... 1.02 Terminology .................................. Article 2 — Preliminary Matters ....................... 2.01 Before Starting Construction...... 2.02 Preconstruction Conference........ 2.03 Public Meeting ............................ Page .............................................1 .............................................1 ............................................. 5 ....................................................... 6 ....................................................... 6 ....................................................... 6 ....................................................... 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 ............................................ 5.19 Delegation of Professional Design Services 5.20 Right to Audit: ............................................. 5.21 Nondiscrimination ........................................ Article 6 - Other Work at the Site....... 6.01 Related Work at Site ....... Article 7 - City's Responsibilities ............................................ 7.01 Inspections, Tests, and Approvals ....................... 7.02 Limitations on City's Responsibilities ................ 7.03 Compliance with Safety Program ........................ Article 8 - City's Observation Status During Construction....... 8.01 City's Project Representative ................................. 8.02 Authorized Variations in Work .............................. 8.03 Rejecting Defective Work ...................................... 8.04 Determinations for Work Performed ...................... 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 ........... 12.02 Partial Utilization ................................ 12.03 Final Inspection ................................... 12.04 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 24 24 25 25 26 26 26 26 26 27 a a ... 29 ... 29 ... 29 ... 29 ... 30 ... 30 ... 30 ... 30 ... 31 ................................. 32 ................................. 32 ................................. 32 ................................. 32 ................................. 33 ............................................................. 33 ............................................................. 33 34 34 14.02 Computation of Times................................................................................................................ 34 14.03 Cumulative Remedies................................................................................................................. 34 14.04 Survival of Obligations............................................................................................................... 35 14.05 Headings......................................................................................................................................35 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE I — DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement 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 h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions in. 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 the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 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 a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of apart of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a. in. 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 Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p. m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 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 following ways: 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 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 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 party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either 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. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: None 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. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: None 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 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 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 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 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 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 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 of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) © Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. © Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 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 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 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 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 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 of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 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 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 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 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. Developer/Contractor. City will forward all invoices for retests to 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 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 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 00 73 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 00 73 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 00 73 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 i£ 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 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 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 DAP SUMMARY OF WORK Pagel of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Lakes of River Trails East Ph 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. - 103400 Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission ftom the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Lakes of River Trails East Ph 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. - 103400 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lakes of River Trails East Ph 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. - 103400 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES Paget of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. No 22 separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or catalog 31 numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, if a reduction in cost or time results, it will 46 be documented by Change Order. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 1 4. Substitution will be rejected if- 2 a. Submittal is not through the Contractor with his stamp of approval 3 b. Request is not made in accordance with this Specification Section 4 c. In the Developer's opinion, acceptance will require substantial revision of the 5 original design 6 d. In the City's or Developer's opinion, substitution will not perform adequately 7 the function consistent with the design intent 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. In making request for substitution or in using an approved product, the Contractor 13 represents that the Contractor: 14 1. Has investigated proposed product, and has determined that it is adequate or 15 superior in all respects to that specified, and that it will perform function for which it 16 is intended 17 2. Will provide same guarantee for substitute item as for product specified 18 3. Will coordinate installation of accepted substitution into Work, to include building 19 modifications if necessary, making such changes as may be required for Work to be 20 complete in all respects 21 4. Waives all claims for additional costs related to substitution which subsequently 22 arise 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 I 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 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended By Date Remarks Date Rejected Received late CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised August 30, 2013 0131 19- 1 DAP PRECONSTRUCTION MEETING Pagel of 3 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. No construction schedule required unless requested by the City. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the delivery of the 28 distribution package to the City. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Developer and Consultant 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 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 38 39 40 01 31 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 Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised August 30, 2013 0131 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised August 30, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 01 32 33 - 1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Though not mandatory, it is highly recommended on infill developer projects. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised August 30, 2013 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised August 30, 2013 013300-1 DAP SUBMITTALS Paget of 8 1 SECTION 0133 00 2 DAP SUBMITTALS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 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. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 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 38 39 40 41 42 43 44 45 46 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 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 '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 Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised August 30, 2013 01 33 00 - 3 DAP SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of- 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 £ Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised August 30, 2013 01 33 00 - 4 DAP SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 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 38 39 40 41 42 43 44 45 46 47 48 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 construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 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 Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 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 38 39 40 41 42 43 44 45 46 47 48 49 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, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised August 30, 2013 01 33 00 - 7 DAP SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Sufficient information shall be attached to permit a written response without further 21 information. 22 23 24 25 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 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 Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised August 30, 2013 014523-1 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to the City's document management system, or another form of 38 distribution approved by the City. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised March 20, 2020 014523-2 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 25 26 27 28 29 M 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME END OF SECTION Revision Log SUMMARY OF CHANGE 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised March 20, 2020 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised JULY 1, 2011 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off -site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised JULY 1, 2011 01 50 00 - 3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on -call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE -INSTALLATION 26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised JULY 1, 2011 01 55 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 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 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised July 1, 2011 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 L I 0 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 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 Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised July 1, 2011 0157 13- 1 DAP STORM WATER POLLUTION PREVENTION Pagel of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 3125 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised July 1, 2011 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 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 42 43 44 45 46 47 A. SWPPP 1. Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised July 1, 2011 0157 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 0133 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] S 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 15 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised July 1, 2011 0158 13- 1 DAP TEMPORARY PROJECT SIGNAGE Pagel of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 015813-2 DAP TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 015813-3 DAP TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M. Domenech Revised for DAP application CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0160 00 PRODUCT REQUIREMENTS 01 60 00 - 1 DAP PRODUCT REQUIREMENTS Page 1 of 2 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A list of City approved products for use is available through the City's website at: 16 https://apes.fortworthtexas.2ov/ProiectResources/ and following the directory 17 path: 02 — Construcction Documents\Standard Products List 18 A. Only products specifically included on City's Standard Product List in these Contract 19 Documents shall be allowed for use on the Project. 20 1. Any subsequently approved products will only be allowed for use upon specific 21 approval by the City. 22 B. Any specific product requirements in the Contract Documents supersede similar 23 products included on the City's Standard Product List. 24 1. The City reserves the right to not allow products to be used for certain projects even 25 though the product is listed on the City's Standard Product List. 26 C. Although a specific product is included on City's Standard Product List, not all 27 products from that manufacturer are approved for use, including but not limited to, that 28 manufacturer's standard product. 29 D. See Section 0133 00 for submittal requirements of Product Data included on City's 30 Standard Product List. 31 1.5 SUBMITTALS [NOT USED] 32 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. — 103400 Revised April 7, 2014 01 60 00 - 2 DAP PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 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. 8 CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. — 103400 Revised April 7, 2014 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Paget of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 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 inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 01 66 00 - 3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION Paget of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 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 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 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 Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 01 70 00 - 2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under "Measurement" will be paid for at the unit 40 price per each "Specified Remobilization" in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.1.A.2.a.1) 44 2) Remobilization as described in Section 1.1.A.2.a.2) 45 d. No payments will be made for standby, idle time, or lost profits associated this 46 Item. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 01 70 00 - 3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 3. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time, or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under "Measurement" will be paid for at the unit 14 price per each "Work Order Mobilization" in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby, idle time, or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under "Measurement" will be paid for at the unit 29 price per each "Work Order Emergency Mobilization" in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section 1.1.A.4.a) 34 2) Demobilization as described in Section 1.1.A.3.a.2) 35 d. No payments will be made for standby, idle time, or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 7 CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 017123-1 DAP CONSTRUCTION STAKING AND SURVEY Page 1 of 4 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 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 27 be allowed. 28 1.3 REFERENCES [NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals, if required, shall be in accordance with Section 0133 00. 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 34 A. Certificates 35 1. Provide certificate certifying that elevations and locations of improvements are in 36 conformance or non-conformance with requirements of the Contract Documents. 37 a. Certificate must be sealed by a registered professional land surveyor in the 38 State of Texas. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 017123-2 DAP CONSTRUCTION STAKING AND SURVEY Page 2 of 4 B. Field Quality Control Submittals 2 1. Documentation verifying accuracy of field engineering work. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Construction Staking 7 1. Construction staking will be performed by the City. 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 2. Coordination a. Contact City's Project Representative at least 2 weeks in advance for scheduling of Construction Staking. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes furnished by City. b. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor's neglect, such that the contracted Work cannot take place, then the Contractor will be required to pay the City for new staking with a 25 percent markup. The cost for staking will be deducted from the payment due to the Contractor for the Project. B. Construction Survey 1. Construction Survey will be performed by the City. 2. Coordination a. Contractor to verify that control data established in the design survey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c. It is the Contractor's responsibility to coordinate Construction Survey such that construction activities are not delayed or negatively impacted. d. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. 1) City shall perform replacements and/or restorations. 3. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 250 linear feet CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 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 37 38 39 40 41 42 43 44 45 46 47 48 017123-3 DAP CONSTRUCTION STAKING AND SURVEY Page 3 of 4 (2) Horizontal and vertical points of inflection, curvature, etc. (All Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines (7) Fire hydrants (8) Gate valves (9) Plugs, stubouts, dead-end lines (10) Air Release valves (Manhole rim and vent pipe) (11) Blow off valves (Manhole rim and valve lid) (12) Pressure plane valves (13) Cleaning wyes (14) Casing pipe (each end) b) Storm Sewer (1) Top of pipe elevations and coordinates at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. c) Sanitary Sewer (1) Top of pipe elevations and coordinates for sanitary sewer lines at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. (c) Cleanouts c. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work associated with meeting or exceeding the line and grade required by these Specifications. d. The Contractor will need to ensure coordination is maintained with the City to perform construction survey and to verify control data, including but not limited to the following: 1) Established benchmarks and control points provided for the Contractor's use are accurate 2) Benchmarks were used to furnish and maintain all reference lines and grades for tunneling 3) Lines and grades were used to establish the location of the pipe 4) Submit to the City copies of field notes used to establish all lines and grades and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City to verify the guidance system and the line and grade of the carrier pipe on a daily basis. 6) The Contractor remains fully responsible for the accuracy of the work and the 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 City. 9) If the installation does not meet the specified tolerances, immediately notify the City and correct the installation in accordance with the Contract Documents. 49 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 01 71 23 - 4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 of 4 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 017423-1 DAP CLEANING Paget of 4 1 SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 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 burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Exterior (Site or Right of Way) Final Cleaning 22 1. Remove trash and debris containers from site. 23 a. Re -seed areas disturbed by location of trash and debris containers in accordance 24 with Section 32 92 13. 25 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 26 that may hinder or disrupt the flow of traffic along the roadway. 27 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 28 junction boxes and inlets. 29 4. If no longer required for maintenance of erosion facilities, and upon approval by 30 City, remove erosion control from site. 31 5. Clean signs, lights, signals, etc. 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] tro 37 38 39 40 CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0177 19 CLOSEOUT REQUIREMENTS 017719-1 DAP CLOSEOUT REQUIREMENTS Pagel of 3 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 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 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 01 78 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment 39 D. Notice of Project Completion CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 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 017719-3 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 the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Paget of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 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 the City) 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 limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. 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 01 33 00. All submittals shall be 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 '/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 CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly -leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 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 37 38 39 40 41 42 43 44 45 46 47 48 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions £ Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 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 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 of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking £ 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 following criteria: 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 CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 01 78 23 - 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 8 CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 017839-2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum clearly mark any deviations from Contract Documents 11 associated with installation of the infrastructure. 12 4. Making entries on Drawings 13 a. Record any deviations from Contract Documents. 14 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 15 change by graphic line and note as required. 16 c. Date all entries. 17 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 18 e. In the event of overlapping changes, use different colors for the overlapping 19 changes. 20 5. Conversion of schematic layouts 21 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 22 ducts, and similar items, are shown schematically and are not intended to 23 portray precise physical layout. 24 1) Final physical arrangement is determined by the Contractor, subject to the 25 City's approval. 26 2) However, design of future modifications of the facility may require 27 accurate information as to the final physical layout of items which are 28 shown only schematically on the Drawings. 29 b. Show on the job set of Record Drawings, by dimension accurate to within 1 30 inch, the centerline of each run of items. 31 1) Final physical arrangement is determined by the Contractor, subject to the 32 City's approval. 33 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 34 ceiling plenum", "exposed", and the like). 35 3) Make all identification sufficiently descriptive that it may be related 36 reliably to the Specifications. 37 c. The City may waive the requirements for conversion of schematic layouts 38 where, in the City's judgment, conversion serves no useful purpose. However, 39 do not rely upon waivers being issued except as specifically issued in writing 40 by the City. 41 B. Final Project Record Documents 42 1. Transfer of data to Drawings 43 a. Carefully transfer change data shown on the job set of Record Drawings to the 44 corresponding final documents, coordinating the changes as required. 45 b. Clearly indicate at each affected detail and other Drawing a full description of 46 changes made during construction, and the actual location of items. 47 c. Call attention to each entry by drawing a "cloud" around the area or areas 48 affected. CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 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 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Lakes of River Trails East Phase 17C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. - 103400 Revised April 7, 2014 FORT WORTH CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT i STANDARD PRODUCTS LIST AS OF 01/29/2024 Concrete 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Desna _ American Concrete Company__ 9/9/2022 03 30 00 _ Mix Desirgr _ _ _ American Concrete Company__ 9/9/2022 03 30 00 _ Mix Design AAmerican Concrete Company 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 033000 Mix Des�p Argos 9/9/2022 033000 Mix Des gn Argos 19/9/2022 033000 Mix Dean (Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Des .F I Argos I9/9/2022 033000 Mix Design (Argos 1033000 Mix Des#,p (Argos �9/9/2022 9/9/2022 1033000 MixDear Argos 9/9/2022 1033000 Mix Design (Argos 19/9/2022 1033000 Mix Desna (Argos 19l9/2022 03 30 00 Mix Des (Argos 9/9/2022 03 30 00 Mix Design I Argos 19/9/2022 03 30 00 Mix Desgn (Argos �03 30 00 Mix Design IAggos 19/9/2022 9/9/2022 _ 03 30 00 Mix Design I Argos 9/9/2022 03 30 00 Mix Desi/ga (Argos 19/9/2022 03 30 00 Mix Desgn (Argos 03 30 00 Mix Design Argos 19/9/2022 9/9/2022 033000 MixDesigti IBi(gDConcrete 9/9/2022 03 30 00 Mix Design Big Concrete 5/2/2023 32 13 13 Mix Design Dean Bi��D Concrete (BIN 9/9/2022 03 30 00 Mix Concrete 9/9/2022 03 3000 MixDean Big Town Concrete 9/9/2022 03 30 00 Mix Design ] Bumco Texas 9/9/2022 03 30 00 Mix Dean IBurnco Texas 9/9/2022 03 30 00 Mix Dean IBurnco Texas 9/9/2022 03 30 00 Mix Design IBurnco Texas 9/9/2022 03 30 00 Mix Design I Bumco Texas 9/9/2022 03 30 00 Mix Design IBumco Texas 9/9/2022 03 30 00 Mix Deem 1 Bumco Texas 9/9/2022 03 30 00 Mix Dear Bumco Texas 9/9/2022 03 30 00 Mix Design I Burnco Texas 9/9/2022 03 30 00 Mix Dc*n I Bumco Texas 1 /8/2024 03 30 00 Mix Design 1 Bumco Texas 4/l/2023 033416 Mix Des Borneo Texas 9/9/2022 03 30 00 Mix Dcsr ICardcr Concrete 9/9/2022 103 30 00 1 Mix Design ]Carder Concrete 9/9/2022 1033000 Mix Des rt ICardcr Concrete 9/9/2022 1033000 Mix Design ICardcr Concrctc _ 9/9/2022 103 30 00 Mix Design ICardcr Concrete 9/9/2022 103 30 00 Mix Design (Carder Concrete 9/9/2022 1033000 Mix Design ICardcr Concrctc 9/9/2022 103 30 00 Mix Dcsgit ICardcr Cmicretc 9/9/2022 1033000 Mix Design Concrete 9/9/2022 1033000 Mix Design ICharlcy's Charlges Concrete 9/9/2022 I03 30 OU Mix Dcspi ICharlcy's Concrete 9/9/2022 1033000 I Mix Dear ICharWs Concrete 9/9/2022 1033000 I Mix Dcsgn ICharlcy's Concrete 9/9/2022 1033000 1 Mix Des, I Charlcy+s Concrete 9/9/2022 1033000 (Mix Des gn ICharlcys Concrete 9/9/2022 1033000 (Mix Desgn ICharlcyts Concrete 9/9/2022 03 30 UO (Mix Drsgn ICharlc s Concrcto 9/9/2022 1033000 1Mix Design ICharlc s Concrctc 9/9/2022 1033000 1Mix. Design ICharlc s Concrctc 9/9/2022 1033000 IMix Design 9/9/2022 103 30 00 I Mix Desigi ICharleysConcrete Cbisholm Trail Redi Mix 9/9/2022 1033000 1Mix Design I City Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps 01JAF382 1000 psi Concrete Base Material for Trench Repair 4OCNF065 4000 psi Concrete for Manholes &• Utility Structures _ 45CAF076 4500 ppsi Concrete for Hand Placed Paving DlD000001737 4500 psi Concrete for Hand Placed Paving DIGOOOW17914500 psi Concrete for Hand Placed Paving D IOO00001793 4500 psi Concrete for Hand Placed Paving D10000001103 4500 psi Concrete for Hand Placed Paving D1000U002107 4500 psi Concrete for Hand Placed Paving D 10000W 1273 4500 psi Concrete for Hand Placed Paving DLOO00001617 3600 psi Concrete for Machine Placed Paving D1000000838145W psi Concrete for HES Paving D10000009857 50 st Plowable Fill - CLSM D1000UUU_1U55 3U� psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Club & Gutter DIDO0001043S 3000 psi Concrete for Sidewalks \\ Curbs D1000001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps DIOOOOO1615 3600 si Concrete for Inlets, Boxes, Encasement, Block ng D100000O1U613600 psi Concrete for Inlets, Boxes, Encasement, Bloclattg DLOOOOOOIO83S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking DLOOOOD01083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking DIOOO0001685 4000 psi Concrete for Valve Pads DIDOOOD05751750 Psi Concrete Base for Trench Repair DIOO000016814000 psi Concrete for Headwalls, Retain Walls, Box Culverts, Valley Gutters 7SKGRT 3000 psi Concrete for Grout' 14500AE 4500 gsi Concrete for h Earlyy Str �r Paving ZM14520AE 4500 psi Concrete Band Placed laving 452065-14500 psi hand placed paving 450065-14500 psi hand placed pavh 145U50oBG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures 14OUS53BG 4000 psi Concrete Mix for Machine Placed Pavi ISSU120AG 4000 psi Concrete Mix for Hif3h Early Strang h Nav n 130U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thtusslocks, Sidewalks, ADA Ramps 130U101AG 3000 psi Concrete Mix for Flatwork 30US00BG 3000 psi Concrete Mix for Blocking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters, Sidewalks, ADA Rai fps 14OU500BO 4000 psi Concretc Mix for Storm Drain Strictures, Driveway, Screen Walls, Collars 136U50080 3600 psi Concrete Mix for Lightinp�,artd Traffic Signal Foundations I OSY450BA 800 psi Concrete Mix for Base%r Trench Repair IOIY6906F 100ppsi Concrete Mix for Flowablc Fill 361 502BO / 5.14 Sacks / 3.600 psi Concrete Mix for Li$htinyl & Traffic Signal Foundations IOYH50BF 1000psi Concrete Base Material for Trench kcparc_ CC602021 400 psi concrete for Hand Placed Paving I FWCC552091 3600 psi for Machine Placed Paving I FWCC602091 3600 psi for Machine Placed Paving I FWCC359101 Flowablc Fill - CLSM I FW FF237501 Flowablc Fill - CLSM IFWCC6020014000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches I FWCC502021 3500 psi concrete for Sidewalks, DrivewaysLLRamps, Curb & Gutter I FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Cttrb & Gutter, Flatwork I4142 3600 psi Concrete for Curb Inlets, Junction Boxes 4518 4000 psi Concrete for I Ieadwalls, Wingwalls 5167 3600 psi Concrete Mix for Machine Placed Paving 14609 4500 psi Concrete Mix for I land Placed Paving, Manholes 16103 4500 psi Concrete Mix for I land Placed Paving, Manholes 14502 3WU psi Concrete Mix for Sidewalks 13759 3000 psi Concrete Mix for Sidewalks 11502150 psi Concrete for Flowablc Fill-CLSM It 518150 Psi Concrete for Flowablc Fill-CLSM 15642 4000 psi Concrete for Storm Drain Structures 6595 5000 psi Concrete Mix for I ligh Early Strength Paving 6589 4500 psi Concrete Mix for High Early Stren�th Paving C13020AE 3000 psi Concrete for rrveways, Cur & Gutter 11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 Concrete (Continued) 9/9/2022 1033000 Mix Design City Concrete Company 30HA25113000 psi Concrete for Rip -Rap 9/9/2022 03 30 00 Mix Desp* City Concrete Company 1CityCDWeteC0u1Pa1y 30HA20113000 psi Concrete Mix for D ocking, Sidewalks, Flatwor�Pads 9/9/2022 1033000 Mix Desp 45NO25H 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 103 30 00 Mix Design City Concrete Company 50;/(325LI 3WU psi SkuryDisplaced Drilled Shaft 9/9/2022 1033000 Mix Design I City Concrete Company 45j 1A20114500 psi Concrete Mix for Hand Placed Paving 9/9/2022 1033000 Mix Design [C y Concrete Company _ _ _ 36LA20113600 psi Concrete Mix for Machine Placed Paving - - I36moou 9/9/20221033000 Mix Design ICity Concrete Company 3600psi Concrete Mix for Machine Placed Paving 9/9/2022 1033000 Mix Design I City Concrete Company psi Concrete Mix for Storm Drain Structures 11/16/2022 03 30 00 Mix Design [City Concrete Company_ �40LA20114000 I .LNG25113600 si Concrete for Drilled Shaft/Li htin and Traffic Si nal Foundations 5/5/20231033000 Mix Desp ICky Concrete Company I CCNA250AG 0 ppsi Concrete for Ihilled S s ' ring and ___l'c Signal Foundat_i_ons 5/5/2023 9/9/2022 103 30 00 Mix Design Mix Design I City Concrete Company Cow Town Redi Mat ICSSQA250AG 3,606 psi Concrete for Slurry Displacement Shafts, Underwater Shafts . I 1250 3000 psi Concrete for Sidewalks, Driveways, ADA Ramps 9/9/2022 103 30 00 Mix Des i ICow Town Redi Mix I350 3000 si Concrete M_ ix_ _for Sidewalks, Driveways, ADA Ramps 9/9/2022 1033413 Mix Des I Cow Town Redi _ _ _ 19 70 psf F wable Fill - CLSM 9/9/2022 1033413 Mix Design I Cow Town Redi Mix I9M-i 70 psi Fbwabk Fill - CLSM 9/9/2022 10334 13 Mix Des pr ICow Town Re& Mix 1220-8 50 psi Concrete Mix for Plowable Fill- CLSM 9/9/2022 103 34 13 Mix Desipti ICow Town Redi Mix I320-8 50 Concrete Mix for Fkwable Fill - CLSM _ 9/9/2022 1033000 Mix Design I Cow Town Redi Mix 1230-g-75 e.9i Concrete Base Material for Trench Repair 9/9/2022 1033000 Mix Des i IMix Cow Town Redi Mix I 330-S8 750 Psi Concrete Base Materiel for Trench Repair , 9/9/2022 103 30 00 Des�gn Cow Town Redi Mix 3533000 Est Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safer End Treatments, Non-TxDOT Ret����� Walls 9/9/2022 103 30 00 1 Mix Design I Cow Town Redi Mix 1253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & G_ut_ter, Safety Treatments, Non-TxDOT Retaining Walls 9/9/2022 9/9/20221033000 103 30 00 IMixDesign Des ICow Town Redi Mix Red I260 4000, psi Concrete Mix for Bridge Slabs, Box Cutverls, Headwalls 1Mixt ICow Town Mix 126D 13600 psi Concrete Mix for tadwalls 9/9/2022 IMix Dear !Mix ICow Town Redi Mix I260-2 3600 Psi Concrete Mix for fox Culverts, Headwalls 9/9/2022 03 30 00 Design ICow Town Redi Mix 1360 4000 _sit Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 1033000 [MixDesign _ _ _ I Cow Town Redi Mix J 360 136 psi Concrete Mix for Box Culverts, Headwalls, _Wi_ngwalls 9/9/20221033000 IMix Desp' Cow Town Redi Mix 1264-N 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 103 30 00 Deyn I Cow Town Redi Mix 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 103 30 00 I Mix Desp - I Cow Town Redi M x 1366 265 4500 psi Concrete Mix for H Placed Paw' _ - - 9/9/2022 103 30 00 +Mix Design ICow Town Redi Mix 365 4500 psi Concrete Mix for H Placed Paving 9/9/2022 103 30 00 IMix Desrpn I Cow Town Redi Mix _ I370-NC X0 psi Concrete for HES Pav n� 9/9/2022 103 30 00 IMix Design I Cow Town Redi Mix 1370-INC 5000 psi Concrete for HES Pavmg 9/9/2022 103 30 00 IMix Desp I Cow Town RediMix 1375-NC 5000 psi Concrete for HES Paving 9/9/2022 103 30 00 I Mix Desp I Cow Town Redi Mix 1267 4200 psi Concrete Mix for Manholes and Draina a Struc_tu_ res 9/9/2022 033000 Mix Des iptt ICow Town Redi Mix 1270 5000 psi Concrete Mix for Cast -in -Place Box Cu seas 9/9/2022 1033000 IMix DesF I Cow Town Redi Mix 1370 5000psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 103 30 00 I Mix Dear I Cow Town Redi Mix 1255-2 3000 Psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 103 30 00 IMixDesgn ICow Town Redi Mix 1257 3600 ppsi Concrete niix for Valle Gutters 11/14/2022 132 13 13 Mix Design I Cow Town Redi Mix 357-M 36iS0 psi Concrete Mix for Mviachhte Placed Paving 9/9/2022 133 13 13 MixDesign I Cow Town Redi Mix ' 257-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 13413 13 IMix Desgn I Cow Town Redi Mix 1260-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 135 13 13 I Mix Design Cow Town Redi Mix 1360-M 4000 psi Concrete Mix for Machine Placed Paving — — - 9/9/2022 103 30 00 1 Mix Design Cow Town Redi Mix 1255-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 103 30 00 1 Mix Design I Cow Town Redi Mix 135_5-LP 3000 Qsi Concrete Mix for Curb & Gutter 9/9/2022 103 30 00 IMix Design ICow Town Redi Mix 1255 3500 psi Concrete Mix for Flatwork Inlets, Thrust Blocking Concrete Encasement 9/9/2022 103 30 00 Mix Design IMix ICow Town Redi Mix 1355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 103 3000 Des gl it 1 Cow Town Redi Mix 1365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs 9/9/2022 1033000 IMix Design I Cow Town Redi Mix 1357 3600 Osi Concrete Mix for Valley Gutters 6/21/2023 03 30 00 IMixDesrpn I Cow Town Redi Mix 1360-DS 31ro psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation 1 /18/2023 t /29/2024 103 30 00 13413 IMixDesign Desyiy3�n I Cow Town Redi Mix MoNC 4500 psi Concrete for HES Pav�g I4575AESC 13 I Mix I Estrada Ready Mix / 7.50 Sacks / 4,500 ppsi (3,010 psi (n) 3-dsyy) Concrete for HES Pav' Manholes 1 /29/2024 103 30 00 1 Mix Deslpii I Estrada Ready Mix I R3050AEWR / 5.00 Sacks / 3,000 psi Concrete for Sidewalks, Ramps, Inlets, 1 /29/2024 10,33000 Design I Estrada Ready Mix I R3655AEWR / 5.50 Sacks / 3,6i00 psi Concrete for HeadwaRa, WinJSwaLLs, oral Culverts 1/29/2024 103 30 00 IMix Design It IEstrada Ready Mix IR4060AEWR / 6.00 Sacks / 4,000 psi Concrete for Bridge Slabs, Top Slabs, and Approach Slabs 129/2024 9/9/2022 132 13 13 103 00 IMixDesign Design I Estrada Ready Mix I R4560AEWR/ 6.00 Sacks / 4,500 psiConcretefor Hand Placed Pav�g 9/9/2022 30 103 30 00 [Mix IMix Design IGCH Concrete Services GCH Concrete Services IGCH4000 4000 � si Concrete fbr fbr Sidewalks Ramp.; Ramps, He_adw_alls, Inlets, nerd Storm Drain Structures [GCHVS 4000 psi Concrete for Machine Placed Paving 9/9/2022 103 30 00 IMix Design IGCH Concrete Services IGCH4500 4500 ppsi Concrete Hand Placed Paving 9/920221033000 Mix Design IMix Ingram Concrete & Aggregates I C47PV5E5 3000 psi Concrete for Sidewalks, AUA Ramp. I2M 9/92022 Design Ingram Concrete & Aggregates WR-70J23504 3000 psi Concrete fbr Sidewalks, ADA Ramps 9/9/2022 103 30 00 IMix Des�n Ingram Concrete & Aggregates 12MWR-147QW5W 3000 psi Concrete Mix for Sidewalks, ADA Ramps 9/9/2022 103 30 00 Design (Ingram Concrete & Aggregates 12MWR-056PSSD5 4000 psi Concrete Machine Placed Paving _ 9/9/2022 103 30 00 IMix Mix Design Ingram Concrete & Aggregates 12MWR-161UVSDM 45 psi Concrete for Hand Placed Paving 9/9/2022 103 30 00 IMix Design I Ingram Concrete & Aggregates 12MWR-1 OM S50N 4500 psi Concrete for Hand Placed Paving 9/9/2022 103 30 00 [Mix Design 1Ingram Concrete & Aggregates 1161PS5EM 4t100 psi Concrete for Hand Placed Paving 9/92022 103 30 00 IMixDesign Inngram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 4/7/2023 103 30 00 1 mix Design I Ingram Concrete & Aggregates I I OLQ950N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 103 30 00 [MixDesign Inngram Concrete & Aggregates 1161PS5EM 4500 psi Concrete Mix for Hand Placed Paving FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 mini Concrcte(Continned) I 9/9/2022 03 30 00 MiDesr' H 1 SU In 517 R, 9/9/2022 03 30 00 143000 gn Mix Design o cmr- c. Holcun - SO& Inc. 7 3W0 ps Concrete Mix for Sidewalks 1261 3000 psi Concrete Mix for Sidewalks 9/9/2022 Mix Design Holcim - SO& Inc. 2125 4500 psi Concrete for HES Paving 9/9/2022 103 30 00 MixDesign Holcim - SOR, Inc, 17014000 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 1033000 Mix Des�u Holcim - SOR, Inc. 3507 4500 esi Concrete Mix for Hand Placed Paving 12/15/2022 13 30 00 Mix Des Holcim Holcim - SO& Inc. 3741100 psi concrete for Plwable 1IIl/CSLM 9/9/2022 1043000 Mix Design Holcim- SOR, Inc. 5017 200Concrete for Base Material for Trench Repair 9/9/2022 103 30 00 Mix Design Holcim- SOR, Inc. 9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations 9/9/2022 103 30 00 Mix Design II Holcim- SOR, Inc. 185145W psi Concrete for Storm Drain Structures, Hand Placed Paving 12/5/2022 143000 Mix DearlHolcim - SOR, Inc. 1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Si' I Foundations 9/9/2022 1033000 Mix Design I olc m- SOR ]tic. 1859 4WU psi Concrete for Drilled Shafts Lig t ng and Traffic Signal Foundations 9/9/2022 1033000 00 Mix Des ]Holcim 1Holcim - SOR, Inc. 15513UW Concrete Mix for Blocking IC301D 4/7/2023 103 30 Mix Des r/gn ILi�uid Stone 3,OU0 pai Concrete for Sidewalks/ Approaches, and Driveways. 4/27/2023 4/7/2023 1033000 Mix Des t_ IMixDesign 1Liquid Stone ILi' Stone IC361DNFA 3,600 si Concrete for Reis wall, diveM,1'unetion box ?,ran, a proach C361D1-lRR 3,600pssii Concrete for 1/24/2023 1033000 03 30 00 IMix Desp uid Ngmd Stone 1 Drille�Lightmg and Traffic Signal Foundations IC45IDHR-A 4560Qsi Concrete for HES Paving 9/9/2022 1033000 1MixDesign I Martin Marietta IR2132214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 103 30 00 1Mix Des n I Martin Marietta I D9490SC 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 103 30 00 I MixDesp I Martin Marietta I R2131214 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 103 30 00 IMix Design I Marlin Marietta I R2131314 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 103 30 00 I Mix Deslrgn I Martin Marietta I R2136014 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 103 30 00 [Mix Design I Martin Marietta I R2136214 3,000 psi Concrete for Sidewalks & Ranips 9/9/2022 103 30 00 IMix Design artin Marietta R2141224 4,UW psi Concrete for Sidewalks & Ramps 9/9/2022 19/9/20221033000 103 30 00 iMix Dear arlin Marietta �Mmartin I R2141024 4,UW psi Concrete for Sidewalks & Ramps 9/9/2022 103 30 00 IMixDesign Marietta IR2136224 3,600 psi Concrete for Curb Inlets 9/9/2022 Mix Dest/gn IMix Dear ,Martin Marietta I R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement 30 00 f Martin Marietta I FLOW25A 50 Qsi Concrete for Plowable Fill/CLSM 9/9/2022 9/9/2022 103 103 30 00 [MixDesign IMixDesign IMrtin Marietta [Martin Marietta I R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 9/9/2022 103 30 00 IMix Design (Martin Marietta IR214l2304,000 psi Concrete for Mattboles, Inlets & Headwalls, Valve Pads 9/9/2022 103 30 00 Mix Dear IMarthi Marietta I 146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 103 30 00 1 Desp � (Martin Marietta R2L46335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 11/2/2022 132 13 13 Mix Design IMar&Marielta 1 2141N274,000 psi Concrete for Machine Placed paving 11/2/2022 132 13 13 1MixDesign IMartinMarietta IQ21411304,WOpsi Concrete for Machine Placed Paving 11/2/2022 132 13 13 [Mix Design IMartinMarieua IR2L46N364,500psi Concrete for Hand Placed Paving 11/15/2022 133 13 13 IMixDesign IMartin Marietta I R214606 4,500 psi Concrete for Hand Placed Paving 111/15/2022 13413 13 IMix Design MMarlin Marietta I R2146P36 4.500 psi Concrete for Hand Placed Paving 111/2/2022 132 13 13 IMixDesign I Martin Marietta R214606 4,500 psi Concrete for Hand Placed Paving 111/2/2022 132 13 13 IMix Design [Martin Marietta I R2146N35 / 6.11 sacks / 4,5 W psi concrete for Hand Place Paving, Inlets, Manholes, Headwals 11/2/2022 132 13 13 IMix Design IMartin Marietta �R2146K34 4,OW psi Concrete for Wets, Manholes, Headwalls 11/2/2022 1321313 1Mix Design IMartinMarietta IR214LN244,WOpsi Concrete for Sidewalks and Ramps 11/2/2022 132 13 13 IMix Design IMartin Marietta IR214IK24 4,000 psi Concrete for Junction Boxes, Sidewalks and ]tamps 9/9/2022 103 30 00 Mix Design artin Marietta I R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures 9/9/2022 103 30 00 Mix Design artin Marietta Earlinmariella, I R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 9/9/2022 1033000 I ixDesign I R2146042 4,500 psi Concrete for Hand Placed Paving 9/9/2022 1033000 Mix Design IMartin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 9/9/20221033000 IMix Design IMartln Marietta IR2146236 4,500 psi Concrete fbr Hand Placed Paving 9/9/2022 103 30 00 IMix Des�tii IMartin Marietta ID9493SC 4,500 psi Concrete for Hand Placed Paving 9/9/2022 103 30 00 I Mix Design I Martin Marietta I R21472414,500 psi Concrete for Hand Placed Paving 4/1/2023 1321320 IMixDes}gn I Martin Marietta IR2136N14/5.00sacks/3,UWpsi concrete fbr Sidewalks 4/1/2023 03 30 00 1033000 [Mix Design IMaitin Marietta I R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck 4/1/2023 1 Mix Design Martin Marietta (Martin I R2146033 4,000 psi Concrete for Riprap 4/7/2023 132 1320 IMixDesign Marietta IR2136KI4 3,000 psi concrete for sidewalks and ramps 4/7/2023 132 13 13 1MixDesign I Martin Marietta 1 R2161K70 6,000 psi (3,000 psi (d, 24 bra.) fbr TIES Paving 4/1/2023 103 30 00 1 Mix Design I Martin Marietta 1310LBP 3,600 psi Concrete for Retaining Walls 5/22/2023 132 13 13 IMixDesign IMarthi Marietta I R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving 4/1/2023 103 30 00 IMix Design IMartin Marietta IR2141030 4,000 psi Concrete for Riprap CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 I Concretc(Continued) 5/3/2023 103 30 00 Mix Design _ Martin Marietta M7842344 4,000 psi Concrete for Bridge Deck 6/1/2023 1320 MixDesi/gri Marlin Marietta R2136R20 3,000 psi Concrete for Sidewalks and Ramps 6/1/2023 I32 32 1320 Mix Design Martin Marietta R2136N20 3,000 psi Concrete for Sidewalks and Ramps 6/27/2023 1033000 MixDesign Martin Marietta U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Li ling and Traffic Signal Foundations 6/27/2023 1033000 Mix Desp Martin Marietta U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Li inn and Tratic Signal Foundations 8/4/20231033000 Mix Desp Martin Marietta U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers Li _ o(e�a. 8/4/2023 03 30 00 Mix Desr/gri Martin Marietta R2136RI4 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and ps 8/4/2023 1121320 Mix Desp Martin Marietta R2141R24 / 5.53 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps. 8/4/2023 1033000 Mix Desp Martin Marietta R2146R35 / 6.11 4,500 psi Concrete for Inlets, Manholes, and Headwalls 8/4/2023 32 13 13 MixDesr Martin Marietta R2146R36 ! 6.17 4,500 psi Concrete for Hand Placed Paving 8/30/2023 1033000 132 13 13 Mix Design Mix Dea artin Marietta Marietta R2141R30/5.85SK/4,000 si Concrete for Box Culverts& Headwalls8/4/2023 ri artin E"artin Q2141 R27 / 5.69 sacks / 4,04 psi Concrete fir Machine Placed Paving 11/20/2023 1033000 Mix Des i Marietta R2146R33 / 6.01 Sacks / 4,000 psi Concrete Mix for CLP Sewer Manholes 11/20/2023 103 30 00 1Mix Design (Martin Marietta R2146K33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes. 12/22/2023 132 13 13 [Mix Design Imartin Marietta R21461144 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Placed Paviy 12/22/2023 132 13 13 9/9/2022 132 1320 Mix Design Mix Design `Martin Marietta INCS Redi Mix R2146K44 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Placed Pa NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks 9/9/2022 03 30 U0 Mix Design INBR Ready Mix TX C-YY 3000 psi Concrete Mix for Curb Inlets 9/9/2022 033000 Mix Des�Srr INBR Remy Mbt TX C-NY 3000 psL Concrete Mix for Curb Inlets 9/12/2023 03 30 00 IMix Design INBR Ready Mix CLS PI-YY / 6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts 10/4/2023 03 30 00 IMixDesign INBR Real Mix CLS A YY 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 03 30 00 13 IMixDesign Design INBR Ready Mix CLS A -NY/ 5,00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 32 13 IMix INBR Ready Mix I TX C SF-YY / 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 10/4/2023 32 13 13 IMixDesLF INBR Ready Mix TX C SF -NY 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 10/4/2023 132 13 13 IMix DesF INBR Ready Mix I CLS P2-YY / 6.50 Sacks / 4,500 psi Concrete for Hand Placed Paving 10/4/2023 132 13 13 MixDes fga NBR Ready Mix I CLS P2-NY / 6.50 Sacks / 4,500 psi Coaerte for Hand Placed Paving 10/4/2023 10334 13 IMixDesri NBR Ready Mix IFTW FLOW FILL / 150 psi concrete for Plowable 7/10/2023 103 30 00 IMix Desmg Osbum 130A50MR / 5 SK / 3,000 pai Concrete for Sidewalks 7/10/2023 132 13 13 IMix Design Osburn 145A60MR / 6 SK / 4,500 pai Concrete for Hand Placed Paving /1/24/2023 I1/24/2023 103 30 00 I Mix Deli' MixDes?n Rapid Redi Mix I RRM6320AHP 4500 psi Concrete for Hand Placed Pavi 103 30 00 Rapid Redi Mix I RRM5525A 3600 psi Concrete for Valley Gutters, Sidewa , Approaches, ADA Ramps 1/18/2023 103 30 00 IMix Deyn Ikapid Redi Mix I RRM6020ASS 4000 psi Concrete for Strom Drain Structures 1/18/20231033000 IMix Dea r I Rapid Redi Mix I RRM5320A 3000 psi Concrete for Blocking 1/18/2023 1033000 IMix Design (Rapid Redi Mix I RRMS020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 9/9/2022 1033000 Mix Design (Redi-Mix IDCA2E554 3000 psi Concrete Mix for Rip Re � 9/9/20221033000 Mix Des ygt (Redi-Mix I VOJ11524 3000 psi Concrete Mix for Curb & utter 9/9/2022 1033413 IMixDestfn (Redi-Mix IFOC10021215psi Plowable Fill -CLSM 9/9/2022 103 30 00 IMix DesrPp I Redi-Mix 110JI1524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 9/9/2022 103 30 00 IMixDesign (Redi-Mix 110111504 3000 psi Concrete Mix for Sidewalks 9/9/2022 103 30 00 I MixDesign I Redi-Mix 110LI 1504 / 6.00 Sacks / 4,000 psi Concrete Mix for Sidewalks, Curb & Gutter, Sewer Manhole, Inlets, & Junction Boxes 9/9/2022 103 30 00 1Mix Design IRedi-Mix 11OL11524 / 6.00 Sacks / 4,000 Rsi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 9/9/2022 103 30 00 IMix Design I Redi-Mix 11RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 9/29/2022 103 30 00 I MixDesign I Redi-Mix I LOL21524 4000 psi Concrete Mix for Manholes 9/9/2022 103 30 00 I Mix Design I Redi-Mix 115611524 4000 psi Concrete Mix for Cast -la -Place Storm Drain Structures 9/9/2022 103 30 00 1 Mix Design I Redi-Mix I 10LI15E4 3600 psi Concrete Mix for Bridge substructures 9/9/2022 103 30 00 Mix Design (Redi-Mix 1156115D4 4000 psi Bridge Slabs I9/9/2022 103 34 13 IMixDesign Redi-Mix F35238VN 100 psi Plowable Fill - CLSM 9/9/2022 1033413 IMixDesign I Redi-Mix FOD138VM 100 psi Plowable Fill - CLSM 1101115543000 9!9/2022 9/9/2022 I0334 13 103 30 00 I Mix Desn IMixDesign IRedi-Mix (Redi-Mix psi Concrete Mixfor R -Rap IPOG138K91000 psi Concrete Mix for rent Repair Base Material 9/9/2022 103 30 00 IMixDesigrs I Redi-Mix 110KI 1524 3600 psi Concrete Mix for Encasement 9/9/2022 103 30 00 IMix Design Redi-Mix 11ON11507 4500 psi (2600 psi @ 24Ins.) Concrete Mix for HES Paving 9/9/2022 l03 30 00 Deem I 110Nl l504 5000 psi (3600 psi (i4 2 days) Concrete Mix for HES Paving 9/9/20221033000 IMix Mix Design (Redi-Mix Redi-Mix 150KI I524 3600 psi Concrete Mix for%,fachine Placed Paving 9/9/20221033000 Mix Design Redi-Mix I IOMI ISD4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 9/9/2022 103 30 00 IMix Design (Redi-Mix I IOM115244500 psi Concrete Mix ibr Hand Placed Paving 9/9/2022 103 30 00 IMixDesign (Redi-Mix 110MI15044500 psi Concrete Mix for Hand Placed Paving 9/9/2022 103 30 00 IMixDesign I Redi-Mix 1145CDSP4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 11/2/2022 103 30 00 1 Mix Design [Redi-Mix L45P25P4 4500 psi Concrete Ibr Storm Drain Structures 112/5/2022 103 30 00 IMixDesign (Redi-Mix I ,OKI15C4 3500 psi Concrete for Thrust Blocks, Valve Pads 12/5/2022 103 30 00 IMixDesign (Redi-Mix 1156115C4 4000 psi Concrete for CIP Storm Drain Structures 12/5/2022 1033000 IMixDesign [Redi-Mix I IOLI I5C4 3600 psi Concrete for Manhole, inlet, Junction Box, Headwall 5/15/2023 03 30 00 1Mix Design !Redi-Mix I ROLI 15D5 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 5/15/2023 1033000 IMix Design (Redi-Mix I IONI ISD6 Slum Displacement Shafts, Underwater Drilled shafts 9/9/2022 03 34 13 IMix Design 1 SRM Concrete 130D00 3,O0D psi oncrete for Sidewalks and Ramps, Curb & Gutter 9/9/2022 03 34 13 1033413 IMix Design SRM Concrete 140050 4,000 psi Concrete for Headwalls, Retaining Wall, Collars 9/9/2022 1033000 1 Mix Design I SRM Concrete 135023 3,600 psi Concrete for Machine Placed Paving 9/9/2022 103 30 00 IMix Design 1 SRM Concrete 140068 3,600 psi Concrete for Machine Placed Paving CITY OF FORT WORTH TRANSPORTATIONIPUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 Concrctc(Con inued) 9/9/2022 03 30 00 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 9/9/2022 033000 Mix Des/gti SRM Concrete _ 45000 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40326 4,500 (3,00 @ 3-da,) si Concrete for HES Paves 9/9/2022 03 30 00 Mix Des' SRM Concrete 35022 3,600 psi Concrete for Junction Box, Retaining Walls 9/9/2022 033000 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and flutter, Driveways, Barrier Ramp 2/10/2023 03 30 00 Mix Des/gi SRM Concrete 50310 5,000 psi Concrete for HFS 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 Bdr dge Approach Slab, Deck Slab 9/9/2022 I03 30 UU Mix Design Tarrant Concrete _ _ _ FW60AHP 4500 ppsi Concrete Mix for Hand Placed Pavm, 9/9/2022 103 30 00 Mix Design Tarrant Concrete FW6U2UAHP 4560 psi Concrete Mix for Hand Placed Pavmg� 9/9/2022 1033000 Mix Dest" Tarrant Concrete TCFW6020AHP 4500 ypsi Concrete Mix for Hand Placed Pa vm� 9/9/2022 IU3 30 OU Mix Desi�ii Tarrant Concrete FW7520ARR 4500 (31S00 psi w 3-da ) psi Concrete HES Paving 9/9/2022 1033000 Mix Design Tarrant Concrete FW6520AMR4500 (3000 psi 3-da,�/ psiHES Paving 9/9/2022 103 30 00 Mix Design Tarrant Concrete FW5520ARP 3600 psi Concrete for Machine Placed Paving 9/9/2022 1033000 Mix Design I Tarrant Concrete FW5320A300 ysi Concrete Mix for Bloc �SM 9/9/2022 103 34 13 MixDesr (Tarrant Concrete FWFF150CLSM 5U-150 psi Plowable Fill 9/9/2022 1033413 Mix Design l arrant Concrete FWFF275 50-150 psi Flowable Fill - CLSM 9/9/2022 103 30 00 Mix Design ITarrant Concrete FW6020A2 4000 psi Concrete Mix for Storm Drain Structures 10/10/2022 103 30 00 Mix Desi n (Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 10/10/2022 103 30 00 Mix Design ITarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks 9/9/2022 103 30 00 Mix Design TTarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 103 30 00 Mix Design I Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks _ 9/9/2022 103 30 00 Mix Design (Tarrant Concrete CP5020A 3000 ppsi! Concrete Mix for Curb and Gutter 9/9/2022 1033000 Mix Design 1 Tarrant Concrete I 5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 9/9/2022 9/9/2022 03 30 00 103 30 00 Mix Design Mix Dear 1 Titan Ready Mix I True Grit Redi Mix TRC4520 4500 psi Concrete for Hand Placed Pay "'IF 3000 Concrete Mix for Flatwork, C I0230.230 psi Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 103 30 00 Mix Design I True Grit Redi Mix 270,230 5000 ppsi Concrete for Hand Placed Paving 9/9/2022 103 30 00 Mix Design True Grit Redi Mix 10250.23013000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 103 30 00 Mix Design, True Grit Redi Mix 10260.2302 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 103 30 00 Mix Dear [True Grit Redi Mix 10255.23013600 psi Concrete Mix for Machine Placed Paving 9/9/2022 9/9/20221033000 103 30 00 Mix Desygr Design I rue Grit Red! Mix True Grit Redi 10260,23014500 psi Concrete Mix for Hand Placed Pavin 11/30/2023 Mix Design I Mix Wildcatter Redi-Mix 10265.23014500 psi Concrete Mix for Valle Gutters, Hand Placed Paving 132 13 13 Min I 13620AI / 6.00 Sacks / 3,600 psi Concrete Iv1'ut for Machine Placed Paving 11/20/2023 I32 13 13 Mix Des Wildcatter Redi-Mix 14520AI / 6.50 Sacks / 4,500 psi Concrete Mix for Hand Placed paving 11/20/2023 03 30 00 Mix Design I Wildcatter Redi-Mix I3020AI / 5.00 Sacks / 3,000 psi Concrete Mix for Sidewalks and Inlets 11/30/2023 103 30 00 Mix Design Wildcatter Redi-Mix I4020AI / 6.00 Sacks / 4,000 qsi Concrete Mix for Sidewalks and Inlets 9/9/2022 103 30 00 Mix Design Wise Redi Mix 13678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations A, bait Pavinit 9/9/2022 3212 16 I32 Mix Design Austin Asphalt FT5D137965 P064-22 Typo D Fine Surface 9/9/2022 1216 Mix Design Austin Asphalt DA51)I35965 PG64-22 Type D Fine Surface 9/9/2022 132 12 16 Mix Design Austin Asphalt FT5B117965 PG64-22 Type B Fine Base 9/9/2022 132 1216 Mix Design Austin Asphalt FTl B139965 PG64-22 Type B Fine Base 9/9/2022 132 1216 Mix Dcsf n Austin Asphalt Fri Bi 17.2 P064-22 Type B Fine Base 9/9/2022 1321216 Mix Desi I Reynolds Asphalt 1901 D PG64-22 Type D Fine Surftcc 9/9/2022 132 12 16 Mix Design Reynolds Asphalt 1 112B P064-22 Type B Fine Base 9/9/2022 I32 1216 Mix Dcsi,� I Reynolds A�jhalt 1612B P064-22 Type R Fine Base 11/20/2023 32 12 16 Mix Des 1 Reynolds Asphalt 2101 D P064-22 Tic D Fine Surface 9/9/20221321216 Mix DcstP ISunmount Paving 341DV6C PG64-221ypo D Fine Surface 11/26/2022 32 1216 Mix Design ISunmount Paving 340DV6422 P064-22 D Fine Surface 12/5/2022 133 1216 Mix Iksign ISunmount Pavn'ig _ 3076BV6422 P062-22 B Fine Base 9/9/2022 132 12 16 Mix Design ISunmount Paving 1341-BRAP6422F,RG P064.22 Type B Fine Base 9/9/2022 132 1216 1Mix Design ITXBIT 137-211305-20 PG64-22 Type B �me Base 9/9/2022 132 12 16 1 Mix Design ITXBIT 144-211305-17 P064-22 Type B Fine Base 9/9/2022 132 12 16 (Mix Design TXBIT (1757) P064-22 Type B Fine Base 9/9/2022 132 1216 (Mix Design TXB1T 1211305 222475 (1857) P064-22 Typo D Fine Surface 9/9/2022 132 12 16 Mix Dcsi10 TXBIT ITXBIT 9-222475-19 P064-22 Type D Fine Surface 9/9/2022 132 12 16 Mix Design 11.222475-20 P064-22 Typo D Fine Surfacc 9/9/2022 132 1216 Mix Design TXRIT 164-224125-18 P070-22 Type D Fine Surface 9/9/2022 132 12 16 Mix Dcsign (TXRIT 112-222475-19 PG64-22 Type D Fine Surface CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 Detectable Warniq� Surface !9/9/2022 32 13 2U DWS - Pavers Pine Hall Brick (Winston Salem, NQ Tactile Pavers 1 I9/9/2022 32 13 20 DWS - Pavers I Western Brick Co. (Houston, TX) Detectable Wanting Pavers 9/9/202 32 13 2U DWS -Composite Engineered Plastics, Inc. (Williamsville, I Amror Tile 9/9/2022 32 13 20 DWS - Composite ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver JI 4n12023 32 13 20 DWS - Pavers DADA Solutions (Wilmington, MA) Detectable Warning Pavers 1C Silicone Joint Sealant I9/9/2022 32 13 73 Join[ Sealant (Dow 1890SL - Cold Applied, S' le Component, Silicone Joint Sealant ASTM D5893 I 32 1373 Joint Sealant Tremco 1900SL - Cold Applied, S' a Component, Silicone Joint Sealant ASTM D5893 I �9/9/2022 9/9/2022 32 1373 Joint Sealant Peoma ICralco 300SL - Cold Applied, S e Component, Silicone Joint Sealant I ASTM D5893 1 9/9/2022 32 1373 Joint Sealant RoadSaver Silicone - ColldApplied, Single Component, Silicone Joint Sealant ASTM D5893 Utility Trench Embedment Sand 9/9/2022 3305 10 Embedment Sand Silver Creek Materials (Crouch Utility Embedment Sand _ _ (ASTM C33 {I 9/9/2022 3305 10 Embedment Sand Materials Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand IF and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand IF and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand ITin Top Martin Marietta Utility Embedment Sand (ASTM C33 Storm Sewer- Manholes & Basea/F'rames & Covers/Standard Round) 33-05-13 �teel 9/28/2018 13305 13 Manhole Frames and Covers AceuCast (Oovind Company, LTD) MHRC #220605 (Sue - **24" Dia.) ASTM A48 AASHTO M306 9/28/2018 I33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 (Size - 32" Dia.) ASTM A48 AASHTO M306 9/28/2018 13305 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (hinged) (Size - 32" Dia.) ASTM A48 AASETO M306 9/28/2018 13305 13 Manhole Frame Neenah Foundry NF-t930-30 (Size- 32.25" Dia.) ASTM A48 AASHTO M306 9/28/2018 13305 13 Manhole Frames and Covers Neenah Foundry R-1743-HV (Size - 32" Dia.) ASTM A48 AASHTO M306 4/3/2019 13305 13 Manhole Frames and Covers SIP Industries ++ 2279ST (Size - 24" Dia.) ASTM A48 AASHTO M306 4/3/2019 13305 13 Manhole Frames and Covers SIP Industries ++ 2280ST (Size - 32" Dia.) (ASTM A48 AASHTO M306 10/8/2020 13305 13 Manhole Frames and Covers 1 EJ ( Formall.1 East Jordan Iron Works) EJ1033 Z2/A (Size - 32.25" Dia.) (ASTM A536 AASHTO M306 *'Nora: All men, development nod new installation manhole tidy shall ateet the mitnmant 304nelt opening requirement as specified In OW Specifwadon 33 0513. Atg• smaller opening sizes will onn• be allowed for existing manholes that require replocemearjhtmesand covers. WORTH CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT iift-ow --'" STANDARD PRODUCTS LIST AS OF 01/29/2024 Storm Sewer- Inlet & Structures 33-05-13 10/8/2020 33 49 20 Curb Inlets _ _ _ I Forterma FRT-I0x3-405-PRECAST** (Size - 19 X 3� 10/8/2020 33 49 20 Curb Inlets Forterrra FRT-1 Ox3-406-PRECAST** Size - 10' X 3 10/8/2020 33 49 20 Curb Inlets I Forterrra FRT-10x4.5_-407-PRECAST* Size -10' X 4.5 j 10/8/2020 33 49 20 Curb Wets IForterrm FRT-10x4.5-420-PRECAST** Size - 10' X 4,$ 10/8/2020 33 39 20 Manhole I Forterrra FRT-4X4-409-PRECAST-T0P Size - 4' X 4� 10/8/2020 33 39 20 Manhole I Portents FRT-4X4409-PRECAST-BASE (Size - 4' X 41 10/8/2020 33 39 20 Manhole ]Forterrra hT-SX5-410-PRECAST-TOP (Size - 5' X 5') 10/8/2020 33 39 20 Manhole I Forterrra ,FRT-5X5-410-PRECAST-BASE (Size - 5' X 59 10/8/2020 33 39 20 Manhole IForterrra FRT-6X6.411-PRECAST-TOP (Size - V X 6') 10/8/2020 1333920 Manhole I Forterrra I FRT-6X6-411-PRECAST-BASE (Size - 6' X 6� 3/19/2021 1334920 Curb Inlets ]Thompson P� Group TPG-IOX3-405-PRECAST INLET** (Size- 10' X T) 3/19/20211334920 Curb Inlets Thompson Pr Group (TPG-21SX3-405-PRECAST INLETµ! (Size- 15' X 3/19/20211334.920 Curb Inlets I Thompson P?e Group : TPG-2OX3-405-PRECAST INLET ize - 20' X 7 3/19/2021 1333920 Manhole Thompson Ptpe Group I TPG-4X4-409-PREC T TOP (Size -4 X 4 3/19/20211333920 Manhole (Thompson Pipe Group ITPG-4X4-409-PREC T E (Size - 4' X� 3/19/2021 (333920 Manhole Thompson P� Group (TPG-4X4.412-PRECA$'j j�iSER (Size - 'X 41 3/19/2021 1 3 39 20 Manhole Thompson PTe Group I TPG-5X5-410-PREC T TOP Size - 5' X 5') 3/19/2021 133 39 20 Manhole I Thompson Pre Group ITPG-5X5-410.PRECAST IIAS� (Size - 5' X 51 3/19/2021 133 39 20 Manhole Thompson Pyle Group I TPG-5X5-412-PRECAST 5-FT RISER (Size - S' X 5') !�3/19/2021 133 39 20 Manhole I Thompson Pipe Group TPG-6X6-41 i-",ACM§T TOP f Stze - 6' X 6 13/19/2021 133 39 20 Manhole Thompson Pipe Group (TPG-6X6-411-PRECAST BASE (Size - & X 9� I3/19/2021 133 39 20 Manhole IThompson Pipe Group I TPG-6X61412-PRECAST 6-FT RISER (Sue - 6' X 61 3/19/2021 133 3920 Manhole Thompson Pyle Group jTPG-7X7-411-PRECAST TOP (Size - T X 7' 3/19/2021 133 39 20 Manhole Thompson Pipe Group I TPG-7X7-411-PRECAST BASE (Size - TX 71 3/19/2021 333920 Manhole �ThompsonP�eGroup I TPG-7X7-412-PRECAST 4-FT SER(Size - X7') 1 3/19/2021 133 39 20 IManhole IThompson Pipe Group I TPG-8X8-411-PRECAST TOP (Size - 8' X 8) 3/19/2021 33 39 20 (Manhole Thompson Pipe Group TPG-SX8-411-PRECAST BASE (Size - 8' X 8' � 3/19/20211333920 Manhole rho n Pi i Group (TPG-8X8-412-PRECAST 5-FT RISER (Size - , X 8') 3/19/2021 I33 49 20 1Drop inlet IThommp on P�e Group TPG-4X4-408-PRECAST INLET (Size - 4' X 41 3/19/2021 133 49 20 (Drop Inlet I Thompson PyleGroup I TPG-5X5-408-PRECAST INLET (Size - 5' X 57 3/19/2021 133 49 20 IDtopp fillet Thompson Pipe Group 7PG-6X6-408-PRECAST INLET (Size - & X 69 8/28/2023 1334910 IManhole 101dcastle `!recast 4' x 4' Stacked Manhole (Size - 4' X 41) 8/28/2023 1334910 IMaahole jOldcastle Ii+tecast 5' x 8' Storm Junction Box (Size - N X 8') W8/2023 1334910 Manhole Oldcasile (Precast 4' x 4' Storm Junction Box Size - 4' X 4 _ 8/28/20231334910 Manhole IOldcastle IPrecwt 5' x 5' Storm Junction Box11"ase ize • 5' X 8/28/2023 13349 10 IManhole I Oldcasile (Precast 6' x 6' Storm Junction Boxize - 6' X 6') 8/28/2023 13349 10 (Manhole Oldcastle Precast 8' x 8' Storm Junction Box (Size - 8' X 8) 8/29/2023 13349 10 I Marthole 1 Oklcaslle (Precast 5' x 8' Storm function Box Base (Size - 5' X 8) 8/28/2023 1334910 (Manhole I Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X 4) 8/28/2023 133 39 20 (Curb Inlet 1 O'x 3' Riser IThompson Pipe Group fillet Riser -Size - 3 FT) 8/28/2023 133 39 20 (Curb Inlet 15 'x 3' Riser IThompson Pipe Group I Inlet Riser! Size - 3 FT � 8/29/2023 133 39 20 (Curb Inlet 20' x 3' Riser Thompson Pipe Group Inlet Riser I Size - 3 FT 1/12/2024 133 49 20 1 Drop inlet AmeriTex Pipe &Products I Drop lili a .4' X 4) 1/12/2024 133 49 20 (Dropp Inlet AmeriTex Pipe &Products 1prop Inhe 5' X 57 1/19/2024 334920 IManbole IAmeriTex. Pipe &Products [Precast 4'x!Storm Junction Box 1/19/2024 3 49 20 ]Manhole 1AmeriTax Pipe &Products 11recast 5'x5' Storm Junction Box 11/19/2024 133 49 20 Manhole AmeriTex Pipe &Products 15' Precast Tans@ion MH (4' MH on the top of 5' JB) 1/19/2024 1334920 Manhole i AmerJTex P9,e &Products Precast 6'x6' Storm Junction Box 11/19/2024 1334920 !Manhole AmeriTex Pre &Products 6' Preoast Tausition MH t4' MH on the top of 6' JB) 11/19/2024 33 49 20 IManhole �AmeriTex Pipe &Products (Precast 8'x8' Storm Junction Box 11/19/2024 I33 49 20 IManhole [AmeriTex Pipe &Products 18' Precast Tamitioa MH (4' MH oa the top of 8' JB) 1/19/2024 I33 49 20 (Manhole AmeriTox Pipe &Products Type C Storm Drain Manhole on Box (4' a on the top of RCB) • Note: Pre -cast inlets are alrpered for rue stage 1 pordon of ibe strueture (basin) only. Stage 11 pardon of tee structure are required to be cast lnprau. No excapdoiis to this mgniremmi shall be alloazd. Storms Sewer- Pipes & Boxes 33-05-13 4/9/2021 13341 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS I IP Storm PolyRropylone (PP) Pipe (Size - 12" - 60") 8/28/20231334910 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21 " or larger) 8/28/2023 33 49 10 Calvert Box Rinker Materials Reinforced Concrete Box Calvert (Szc - Various) 10/12/2023 13341 10 Storm Drain Pipes I AmenTex Pipe &Products Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger) 10/12/2023 13441 10 Culvert Box AmcriTcx Pipe &Products Reinforced Concrete Box Culvert (size - Various)) 10/18/2023 13541 10 Storm Drain Pipes The Turner Co. Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size -15" or larger) 10/18/2023 13641 10 Culvert Box The Turner Co. Reinforced Concrete Box Culvert (size - Various) IASTM C913 ASTM C913 IASTM, C913 ASTM C913 IASTM C913 AASTM C913 (ASTM. C913 ASTM C913 ASTM C913 ASTM C913 ASTM 615 (ASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM 615 IASTM C478 I ASTM C478 IASTM C478 IASTM C478 IASTM C478 IASTM C478 IASTM C478 IASTM C433 IASTM C913-16 IASTM C913-16 IASTM C913-16 IASTM C913 IASTM C913 IASTM C913 IASTM C913 IASTM C913 IASTM C913 IASTM C913 IASTM C913 'ASTM C913 I ASTM, C913 ASTM F2881 & AASHTO M330 ASTM C76, C655 ASTM C789, C850 ASTM C76, C506 ASTM C1433,C1577 ASTM C76, C506 ASTM C1433,C)577 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 IApprovall Spec No. IClasssification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) I 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Ariake Ultra -Seal P-201 ASTM 132240/13412/13792 I 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 I 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH I 1126199 33 05 13 HOPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area I 5/13105 33 05 13 Manhole Exnmal Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System I Water & Sewer - Manholes & Bases/Fiberelass 33-39-13 (1/8/13) I I 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowthe ASTM 3753 Non -traffic area I 08/30/06 I 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area I Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) I33 05 13 IManhole Frames and Covers I Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 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 It. Works Inc. A 24 AM 24" Dia. I 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. I 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. I33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N I33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N I 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. I33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. I 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. I 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. I 01/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASI-17170 M306-04 30" Dia. I 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH165IFWN & MH16502 30" Dia I 07/19/1 t 3305 13 30" Dia. MH Ring and Cover Star Pipe Products MR32FTWSS-DC 30" Dia I 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 ASSI-17170 MI 05 & ASTM A536 30" Dia I 06/01/17 3405 13 30" Dia. MH Rine and Cover (Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. CAP-ONE-30-FTW, Composite, w/ Lack 09/16/19 33 05 13 It 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hing 30" Dia. 10/07/21 34 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Pont-A-Mousson Fortnight 24" Dia. * 33 05 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. Water & Sewer - Manholes & Bases/Precast Concrete Tev 1/8/13) * 33 39 10 Manhole, Precast Concrete Hydro Conduit Corn SPL Item-1 ASTM C 478 48" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 12/0S/23 33 39 10 JManhole, Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" OS/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" I 10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Dian w 24" Rrng I I 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" I I 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" I I 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" I I 10/07/21 33 3920 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" I I 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 I ASTM C-478; ASTM C-923; -1/07/23 33 3920 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C-443 I 03/07/23 33 3920 Manhole, Precast (Reinforced Polymer) Concrete P3 Polymers, Rocklhudscp 48" & 60" I.D. Manhole w/32" Cone I I 04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Amiteeh USA Meyer Polycrete Pipe I I I I Sewer -(WAC) Wastewater Access Chamber 33 39 40 I I Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious IE1-14 Manhole Rehab Systems Ouadex I 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Relmer MSP E1-14 Manhole Rehab Systems AP/M Perma min I 4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System I 5/12/03 E1-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 I08/30/06 I General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use I * From Original Standard Products List 1 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST (Approval Spec No. IClasssification I Manufacturer Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Spravrog, 12/14/01 Coating for Corrosion protection(Exterior) ERTECH 01/31/06 Coatings for Corrosion Protection Chesterton 8/28/2006 Coatings for Corrosion Protection Warren Environmental 33 01 16, 33 39 10, 03/19/18 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams Water & Sewer - Manhole Inserts - Field Onerations Use Only (Rev 2/3/16) * 33 05 13 Manhole Insert Knutson Enterprises * 3305 13 Manhole Insert South Western Packaging * 33 05 13 Manhole Insert Nofiow-Inflow 09/23/96 3305 13 Manhole Insert Southwestem Packing & Seals, Inc. 09/23/96 3305 13 Manhole Insert Southwester[[ Packing & Seals, Inc. Water & Sewer - Pine Casing Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. 04/22/87 Casing Spacers Cascade Waterworks Manufacturing 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator 05/10/11 Stainless Steel Casing Spacer Powerseal 03/19/18 Casing Spacers BWM 03/19/18 Casing Spacers BWM 03/29/22 3305 13 Casing Spacers CCI Pipeline Systems Water & Sewer - PiDes/Ductile Iron 33-11-10(1/8/13) Model No. National Spec Spray Wall Polyurethane Coating ASTM D639/D790 Series 20230 and 2100 (Asphatic Emulsion) Arc 791, S1BB, Sl, S2 Acid Resistance Test S-301 and M-301 RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) Made to Order - Plastic ASTM D 1248 Made to Order - Plastic ASTM D 1248 Made to Order - Plastic ASTM D 1248 Lifesaver - Stainless Steel TetherLok- Stainless Steel Carbon Steel Spacers, Model SI Stainless Steel Spacer, Model SSI Casing Spacers Stainless Steel Casing Spacer Coated Steel Casin Spacers 4810 Powerchock SS-12 Casing Spacer(Stainless Steel) FB-12 Casing Spacer (Coated Carbon Steel) for Non_tressure Pipe and Grouted Casing CSC12, CSS12 * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Futile Pipe (Bell Spigot) AW WA C150, C151 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 * 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 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatin¢s/Enoxv 33-39-60 (01/08/13) 02/25/02 Epoxy Lining System Sauereisen, Inc SmerGard 21ORS LA County #210-1.33 12/14/01 Epoxy Lining System Enech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pipe Coating Induron Protean 401 ASTM B-117 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer - Coatines/Polvurethane Updated:12/29/2023 Size Structures Only Sewer Applications Sewer Applications For Exterior Coating of Concrete Structures Only For 24" dia. For 24" dia. For 24" dia. For 24" dia. For 24" dia Up to 48" Up to 48" Up to 48" 3" fl m 24" 4" thm 30" 4" thin 30" Ductile Iron Pipe Only Sewer Applications Sewer Applications Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2" Sewer - Pines/Concrete * E:- Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 * E I-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 * E I-04 Conc. Pipe, Reinforced Hanson Concrete Products - - - -, -- ASTM C 76 * E I-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pine Enlarement Svstem (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene PIM CorP.. Piscata WaY, N.J. Approved Previously McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously * From Original Standard Products List 2 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 (Approval Spec No. ]Classsification Manufacturer Model No. National Spec Size Sewer- PiDe/Fiber0ass Reinforced/33-31-13(1/8/13) 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Helios Pipe (Non -Pressure) ASTM D3262/D3754 03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754 04/09/21 3331 13 Glass -Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754 03/07/23 3331 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberstrong FRP ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45 Sewer - PiDe/Polymer PIDe 4/14/05 Polymer Modified Concrete Pioe Amnech USA Meyer Polwrete Pipe ASTM C33, A276, -17 8" to 102'l It.. V 06/09/10 EI-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pioe ASTM C-76 Sewer - PiDes/HDPE 33-31-23(1/8/13) * High -density polyethylene pipe Phillips Driswpipe, Inc. Ovticore Ductile Polyethylene Pipe ASTM D 1248 8" * High -density polyethylene pipe Plexco Inc. ASTM D 1248 8" * High -density polyethylene pipe Polly Pipe, Inc. ASTMD 1248 8" High -density Polyethylene pipe CSR Hydro Conduit/Pioelme Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-13 DR -Id PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AW WA C900 4" thru 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" Sewer - PiDes/PVC* 33-31-20 (7/1/13), * 33-31-20 PVC Sewer Pioe 1-M Manufacturing Co., Inc. (JM Eagle) SDR-211(PS115) ASTM D 3034 4" - 15" 12/23/97* 33-3 Sewer Pioe Diamond Plastics Corporation SDR-26 (PS115) ASTM D 3034 4"PVC 4" thru 15" * 33-31-20 PVC Sewer Pioe Lamson Vylm Pipe SDR-26 (PSI 15) ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pie Vin (tech PVC Pie SDR-26 PS115 ASTM D3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pie Vin ltech PVC Pie Grovi Sewer PS 115 ASTM F 679 18" * 33-31-20 PVC Sewer PiJje J-M Manufacmrinv�Co, Inc (JM Eagle) PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 (PS 115) Gasket Finings ASTM D-3034, D-1784, etc 4" - 15" * 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlak) Gasketed PVC Sewer Main Fittings ASTM D 3034 1 3/19/2018 33 3120 PVC Sewer Pipe Pipelife Jet Stream SDR 26 (PS 115) ASTM F679 18"- 24" 1 3/19/2018 33 3120 PVC Sewer PTe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 11" 1 3/29/2019 33 3120 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 1 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" 1 10/22/2020 33 3120 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 1 10/21/2020 333120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 PS 115 ASTM F-679 18"-36" Sewer - PiDes/Rehab/CIPP 33-31-12 (01/18/131 * Cured in Place Pioe Insituferm Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pioe National Envirotech Group National Liner, (SPL) Item #27 ASF-1216/D-5813 05/29/96 Cured in Place Pipe Remolds Inc/Inlmer Technol" (Inliner USA) Inlmer Technology ASTM F 1216 Sewer - Piues/Rehab/Fold & Form * Fold and Form Pipe Cullum Pipe Systems, hic. 11/03/98 Fold and Form Pipe Insimform Technologies, Inc. Insituform "NuPlpe" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultralmer Ultralmer PVC Alloy Pipelmer ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 UP to 18" diameter Sewer - PiDeS/ODen PCoelle Laree Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48" 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" E100-2 PVC Sewer Pipe, Ribbed Up -or ETI Company 11/10/10 (E100-2) Polwropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite UP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polwropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60" * From Original Standard Products List 3 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 (Approval Spec No. IClasssification Manufacturer Model No. National Spec Size Water - Ammr-enances 33-12-10 (07/01/13) 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blau 4317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Powerseal 3450AS, Incl. Corp. Stop, ON Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 61 OMT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M I'/? 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 -' FB600-4-NL, FB1600-4-NL, Bt 1-444-WR- 1111018 33-12-10 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. 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-112" B-25000N, B-20200N-3,H-15000N, H- AWWA C800, ANSF 61, 111101. 33-12-10 Curb Storai.all 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"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 up 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 Inc. DFW37C-12-1EPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF 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 Water - Bolts. Nuts. and Gaskets 33-11-05 (01/08/13). Water - Combination Air Release 33-31-70 (01/08/13) * E1-11 Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" * E1-11 [umbombination ination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 11" 1" & 2" E1-11 ombination Air Release Valve Valve and Primer Corp. APCO 4143C, #145C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hvdrants 33-1240 (01/15/14) 10/01/87 E-1-12 Dry Barrel Fire Hydrant American -Darling 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 0.187 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 l0/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurion AWWA C-502 Shop Drawing FH-12 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 33-1240 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250 Water - Meters 02/05/93 E101-5 Detector Check Meter Ames Company Model HIM Detector Check Valve AW WA 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 4 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 IApprovall Spec No. IClasssification Manufacturer Model No. National Spec Size Water - Pines/PVC (Pressure Water) 33-31-70 (01/08/13) AWWA C900, AW WA C605, 12/05/23 33-I1-12 PVC Pressure Pie Vin loch PVC Pipe DR14 ASTM D1784 4"-16" AWWA C900, AWWA C605, 12/OS/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR18 ASTM D1784 16"-18" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" 1 3/19/2018 3311 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" 1 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Comoration DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" AWWA C900-16 UL 1285 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing 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" Water - Pioes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AW WA C153 & C110 * E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittin, @ AWWA C 110 * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Finings, SSB lass 350 AWWA C 153, C 110, C III 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Finings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Finings AWWA C153 4"-12" 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" 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" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" 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" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA C111/C116/C153 4" to 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AW WA C111/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA C111/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA C111/C153 12" to 24" 08/10/98 E1-07 MJ Fitrings(DIP) Sigma, Co. Sigma One-Lok SLDE AWWA C153 4" - 24" 10/12/10 E1-24 Interim Restrained Joint Svstem S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore) Mechanical Joint Fittings AW WA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargip Series 4000 ASTM A536 AW WA CI I I 11/07/16 33-11-I1 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Sturgrip Series 3000 ASTM A536 AW WA CI I I EZ Grip Joint Restraint (EZD) Black For DIP 03/19/18 33-11-I1 Mechanical Joint Remmer Glands SIP Industries(Serampore) ASTM A536 AW WA CI I I 3"-48" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-I1-I1 Mechanical Joint Retainer Glands SIP Industries(Serampore) DR14 PVC Pipe ASTM A536 AW WA CI I I 4"-12" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-I1-I1 Mechanical Joint Retainer Glands SIP Industries(Serampore) DRI8 PVC Pipe ASTM A536 AW WA C111 16"-24" Water - Pines/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" 10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" * E1-26 Resilient Seated Gate Valve M&H 4" - 12" * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16" 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller 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 W Gate Valve eGate Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" ote 3) 05/08/91 E1-26 Resilient Seat Valve Stockham Valves & Fillings AWWA C 509, ANSI 420 - stem, 4" - * E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Metmseal 250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) EJ FlowMaster Gate Valve & Boxes 08/24/18 Mateo Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" * From Original Standard Products List 5 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 (Approval Spec No. �Classsification I Manufacturer Water - PiDes alves & Fittings/Rubber Seated Batter Valve 33-12-21 (07/10/14) Model No. National Spec Size * y E1-30 Rubber Seated Butterfly Valve Hen, Pratt Co. AW WA C-504 24" * E1-30 Rubber Seated Butterfly Valve Mueller Co. AW WA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AW WA C-504 24" and larger 06/12/03 E1-30 Valmatic American Butterfly Valve Valmanc Valve and Manufacturing Com. 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 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AW WA C504 Butterfly Valve AW WA C-504 30"-54" Water - Polvethvlene Encasement 33-11-10 (01/08/13) 05/12/05 E1-13 Polyethylene Encasment Fl—ol Packaging Fulton Entertnses AW WA C105 8 mil LLD 05/12/05 E1-13 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 IPolvethylem, Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD Water - SamDlinE Station 03/07/23 33 12 50 l Water Sampling Station Eclipse Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50 Water - Automatic Flusher HG6-A-IN-2-BRN-LPRR(Portable) 1.110 Automated Flushing System Mueller Hydroguard HG2-A-IN--2-PVC-018-LPLG(Perinancm) 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the regmrements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Yellow Highlight indicates recent changes * From Original Standard Products List