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Contract 60559-PM1
60559-PM1 FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF COHIX PHASE 2 IPRC Record No. IPRC22-0223 City Project No. 104093 FID No. 30114-0200431-104093-EO7685 File No. W-2896 X File No. X-27610 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur Director, Transportation and Public Works Department Shield Engineering Group TBPE Firm 417-11039 TBPLS Firm # 10193890 1600 W 7th St., Suite 400, Fort Worth, TX. 76102 817-810-0696 Prepared for The City of Fort Worth December 2023 ..... C. uOTfERAI. a: 118787 Owner/Developer Forestar (USA) Real Estate Group, Inc. 2221 E Lamar Blvd., Suite 790 Arlington, TX. 76006 817-769-1860 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 001113 Tfwita fie t Bidders nno�3 Bidders Last Revised 03 i 0 i 00 41 00 00 42 43 instf, et rs ie Bid FE)fm Proposal Form Unit Price 03 0 nn in s 05/22/2019 nn in 0043 13 0045 11 Bid Bond Bidders Prequalification's T 04/02/2014 0045 12 nno n�3 Prequalification Statement n,.o,,, A..pliea4 09/01/2015 in 00 45 26 Bidde . alifiea4; Contractor Compliance with Workers' Compensation Law 03 0 04/02/2014 0045 40 Er.Aa-rx13o Gea4 041' 9 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 00 7200 Maintenance Bond Genef.,i Conditions 01/31/2012 i i ii T 00 73 00 0073 10 e,,....io...,entar-., Conditions Standard City Conditions of the Construction Contract for Developer n�in�11 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 nio Preconstruction Meeting D ;o 08/30/2013 o 01 32 33 Meetings Preconstruction Video 0701/2 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 50 00 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 7123 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 0177 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 7839 Project Record Documents 04/07/2014 CITY OF FORT WORTH Cohix PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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.2ov/tuw/contractors/ or httDs:HaDDs.fortworthtexas.gov/Proi ectResources/ Date Division 02 - Existing Conditions Modified 0241 13 Selective Site Demolition 02/11/2022 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 03/11/2022 03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 03/11/2022 2605 10 Demolition for Electrical Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2016 Division 31- Earthwork 31 1000 Site Clearing 03/22/2021 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 04/29/2021 31 36 00 Gabions 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 3'�T �`Lmphalt B -iff 12/�r2 32 01 29 Concrete Paving Repair 12/20/2012 '27�9 Lime e Tr-ea4ed Base r,,,,fs 12/20/2012 3'�6 A�zalt Piz -ing 11 /' z CITY OF FORT WORTH Cohix PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 32 13 13 Concrete Paving 06/10/2022 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 12/09/2022 32 1373 Concrete Paving Joint Sealants U...,; -iek 12/20/2012 1 /7r�'svi12viz 32 14 16 32 16 13 B Unit Concrete Curb and Gutters and Valley Gutters 2 12/09/2022 Z7�3 Pave. ef4 M.,,.' ings 06/10/2022 Z7�5 Curb -A oo'lvnting 1 1 /nn ,/2n13� 1323,11 13 3'�6 Chain >;enees and Gates W .o Fenees Mid Gates 12/20,12z 12/20,1z '27�9 3232 13 Wood Fences and Gates Cast -in -Place Concrete Retaining Walls 11 /�12 06/05/2018 3291 19 Topsoil Placement and Finishing of Parkways 03/11/2022 32 92 13 Hydro -Mulching, Seeding, and Sodding 05/13/2021 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 09/07/2018 33 01 31 Closed Circuit Television (CCTV) Inspection 03/11/2022 3303 10 Bypass Pumping of Existing Sewer Systems 12/20/2022 3304 10 Joint Bonding and Electrical Isolation 12/20/2022 33 04 11 Corrosion Control Test Stations 12/20/2022 33 04 12 Magnesium Anode Cathodic Protection System 12/20/2022 33 04-30 33 04 40 Temperary Water- Sef-, ees Cleaning and Acceptance Testing of Water Mains 07/01,1201z 02/06/2013 33 04 50 Cleaning of Sewer Mains 03/11/2022 3305 10 Utility Trench Excavation, Embedment, and Backfill 04/02/2021 3305 12 Water Line Lowering 12/20/2012 3305 13 Frame, Cover and Grade Rings - Cast Iron 09/09/2022 3305 13.10 Frame, Cover and Grade Rings - Composite 09/09/2022 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 03/11/2022 Grade 3305 16 Concrete Water Vaults 12/20/2022 33 05 17 330520 20 Concrete Collars g 03/11/2022 171 /7 i 2 2� 330522 T,,.. e Liner- Dl a4-e Steel Coin; Pica 12/20,12022 12/�22 33-0523 Hand Tunneling 12/�22 7a 33 05 26 Utility Markers/Locators 12/20/2022 33 05 30 Location of Existing Utilities 12/20/2022 33 1105 Bolts, Nuts, and Gaskets 12/20/2022 ZZ�v 13>:Iet10 r�z'1 � �Piro 12/09/2012 �z 33 11 11 Ductile Iron Fittings 09/20/2017 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 09/09/2022 ./3 11 13 C—enefetePresstife ,120 13 11 11 Btff oa Steel Pipe a -a Fitt pig- 12/20,12022 33 11 15 n.o Stfesse C ner-ete Cylinder -Pipe 33 1210 Water Services 1-inch to 2-inch 02/14/2017 ?/3 1211 Large Water- Metefs Q / z CITY OF FORT WORTH Cohix PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 33 1220 22�= Resilient Seated Gate Valve n xx 05/06/2015 nn /2vTn L2019 33 1225 W- Rubber- Seated Butter -fly Valves Connection to Existing Water Mains 02/06/2013 33 1230 Combination Air Valve Assemblies for Potable Water Systems 12/20/2022 33 1240 Fire Hydrants 01/03/2014 33 1250 Water Sample Stations 12/22 3331 2 33 31 3 ! i ffe.a i Dlaee Pipe (CIDDI F4bef0wo I_oCc fee,1 Pipe f . Gr-a- ,;t., 9G,.Ai�?j-SewtFs 12/20,12022 1 21 /2 z 3,2 3,11 IS High Density Polyethylene (14DP ) Pipe ani a,— of nn /2vTn L2019 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 09/09/2022 33 31 21 olyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer P 12/20/2022 Pipe 22 -21 �� z �� San taFy SewoY Elir I •��xg 12/2n/2�022 22�3 C`a-n t., y Sewer- Pipe E1':i�wg--i+eat 12/20,L2022 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 333170 re,, 1 in io Air- Vf . c, tafy Sewer- Fe,-ee Mai 12/20/2022 ye a 33 39 10 Cast -in -Place Concrete Manholes 12/20/2022 33 39 20 Precast Concrete Manholes 12/20/2022 33-✓ 30 Y YVeYxlwt 1\4+holes n rl.,.mbe,. n r4 12/20,L2022 121 2 /2 33 39 40 33 39 60 Wastewater- e ess (W Epoxy Liners for Sanitary Sewer Structures z 04/29/2021 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 �2 1 1 1 ., � � � � High Density Polyethylene (14PPE) Pipe f ,- St G��SS 1,�Y�1.:4 1 2/20,QO22 �v,zvzz 12 11 17 Deifif f:ee.l Pelyetl.leae (ERPE) Pipe 1 1 /1 5 33 46 00 Subdrainage 06/10/2022 33 4601 SleAed St3rm D,74�,ng 07 /nm�z 33 4602 Tfarzjk D&,Ae�c23 n/nm��z 3349 10 Cast -in -Place Manholes and Junction Boxes 12/20/2022 33 49 20 Curb and Drop Inlets 03/11/2022 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 2Ago Tf: Ff;e S;..na s !'+ 2 4 n�01 At aehmeat A �Gentfellc - C rbii"xe eatfellefvp�e�ei iea4iea 34 ^�-41-10.02 At aehmeattB, tS 03/l�r 1,L202i 1 2 /1 5 0 012 24 ^�-4z-i .03 34 41-11 24 41 13 ?/1 11 1 f Attaehment�+ z +tl cife-vpeeiiiea4ien Tempe -a-y T-Faffie Signals Removing T.-., ffie Signals Reet -ula I-/.3 FL\AAirg4k-aeen 01t/ 2021 1 1/22,L2013 03 //lv�r 1rr z022 12 /2�22 �o 34 41 16 gedOC�n'i I-Ij�grrccx Hybrid C';..na 07/2ti/2021 m�zvrzozz 34 4120 Readw ' 1IIu -Kx- t.1e" n &se,.A4 es 12/20/2012 24 n I A�ar�l. �I��3• I ��1�inai��s 06/1 c/201 5 �� 34 4120.02 Free,, ay LED ne.,dw .. I 06/1 e/2n1 e 24 n�no3 �] 1 I Il n,,,.a... - r �aA ,(�4t1'� �0.� a.�li�s�i� .{�i 06/1 c/201 5 v�7TJTZo'17 34 41 30 Aluminum Signs 11/12/2013 3471 13 Traffic Control 03/22/2021 CITY OF FORT WORTH Cohix PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 104093 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix Page 5 of 5 GG4,91 AvkLu1°T ity ^�� GC-4.02 Subsurface and Physical Conditions FE-4.06 Ha ar-daus Efwir-enmefAal Condition .,t Site GG 6.0.6.D GC 6.07 W. g n� GC-6.09 Permits and Utilities GC 6. 1 Pl,%Nk-9anrnrzatian GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Cohix PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised March 20, 2020 WATER, SANITARY SEWER, DRAINAGE CITY OF FORT WORTH COHIXPH2 CPN 104093 Colrix Phase 2 00 42 43 DAP - DID PROPOSAL Page 1 or4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification I Unit of I I Bid Unit Price I I Bid Value Section No. Measure Quantity UNIT I: WATER IMPROVEMENTS 1 3311.0261 8" PVC Water Pipe 3311 12 LF 3,904 $55.70 $217,452.801 2 3312.0001 Fire Hydrant w/ Gate Valve 33 12 40 EA 5 $7,930.00 $39,650.001 3 3312.2003 1" VVater Service 33 12 10 EA 83 $1,500,00 $124,500.001 4 3312,3003 8" Gate Valve & Box 33 12 20 EA 16 $2,520.00 $40.320.001 5 3305.0109 Trench Safety 33 05 10 LF 3,904 $0.10 $390.40� 6 3311,0001 Ductile Iron Water Fittings w/ Restraint 3311 11 TON 1.0 $15,000.00 $15,000,001 7 3471,0013 Traffic Control 3471 13 MO 1 $500.00 $500.001 8 3005.0003 8' Waterline Lowering 33 05 10 EA 14 $5.400.00 $75.600.00 9 9999.0000 1" Irrigation Service 33 12 10 EA 1 $1,500.00 $1.500.001 10 3305.0116 Concrete Encasement for Utility Pipes 33 05 10 CY 2.0 $610.00 $1,220.001 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 TOTAL UNIT 1: WATER IMPROVEMENTS $516,133.20 CITY OF FORT WORTH STANDARD CONSTRUCTIO\SPECIFICATION DOCUMENTS- DEVELOPER AWARDED PROJECTS Form Version Nab ?'_, 2019 Copy ofIPHASE 2100 42 43-Bid Protxrsal DAP_Ctil, ies All 2 Cohix Phasc 2 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 004243 DAP - DID PROPOSAL Page 2 or4 Bidder's Application Bidlist Item) Description Specification I Unit of Bid No. Section No. Measure I Quantity UNIT II: SANITARY S_EWER IMPROV =MENTS 1 3331.4115 8" Sewer Main 3331 20 LF 2,569 2 3339.1001 4' Manhole 3339 10 EA 13 3 3339.1003 Extra Depth Manhole (> 6.0') 3339 10 VF 51 4 3331.3101 4" Sewer Service 3331 50 EA 57 5 3301.0002 Post -CCTV Inspection 3301 31 LF 2,569 6 3301.0101 Manhole Vacuum Testing 3301 30 EA 13 7 3305.0109 Trench Safety 3305 10 LF 2,569 8 3471.0013 Traffic Control 3471 13 MO 1 9 3305.0202 Imported Embedment/Backfill, CSS 3305 10 LF 210 10 9999.0001 4" Sewer Service (Tap into Exist Main) 3331 50 EA 26 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 Bidder's Proposal Unit Price 1 Bid Value $70.00 $179,830.00� $5,085.00 $66,105.00 $220.00 $11,220.00 $1.400.00 $79.800.001 $3.00 $7,707.001 $130.00 $1,690.001 $1.00 $2,569.001 $500.00 $500.001 $48.00 $10,080,001 $1,680.00 $43,680.001 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $403,181.001 CM' OF FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUNIENTS-DEVELOPERAWAROFDPROJECTS' Form Versian Vtay 22.2019 Copy or(PHASE 2)00 12 13-Bid Prop05al_DAP_L:6litie5 Alt 2 Cohix Phase 2 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Inrimnation 00 42 43 DAP - DID PROPOSAL I'me 3 ora Bidder's Application Bidlist Item) Description Specification Unit of Bid No. Section No. Measure Quantity UNIT III: DRAINAGE 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 BASE BID - SECTION 1 13305.0109 Trench Safety 13349.0001 4' Storm Junction Box 3349.0003 6' Storm Junction Box 3349.5002 10' Curb Inlet 13349.5003 15' Curb Inlet 19999.0002 48" Sloping Headwall 19999.0003 60" Sloping Headwall 19999.0004 12' Storm Junction Box Rock Riprap, dry 19999.0005 3137.0101 Concrete Riprap 10241.3021 Remove 42" Storm Line 10241.4401 Remove Headwall/SET 10241.0800 Remove Rip Rap Remove Conc Channel 19999.0008 24" Polypropylene (ASTM F2881) Strom Drain Pipe 124" Polypropylene (ASTM F2881) Strom Drain Pipe 130" Polypropylene (ASTM F2881) Strom Drain Pipe 136" Polypropylene (ASTM F2881) Strom Drain Pipe 142" Polypropylene (ASTM F2881). Strom Drain Pipe 148" Polypropylene (ASTM F2881) Strom Drain Pipe 160" Polypropylene (ASTM F2881) Strom Drain Pipe Bidder's Proposal Unit Price I Bid Value 33 05 10 LF 3,061 $0.50 33 49 10 EA 4 $6,400.00 34 49 10 EA 2 $10,300.00 33 49 20 EA 12 $5,800.00 33 49 20 EA 4 $8,200.00 33 49 40 EA 2 $4.000.00 33 49 40 EA 1 $5,400.00 00 00 00 EA 1 $28,700.00 00 00 00 SY 222 $90.00 31 3700 SY 746 $140.00 0241 14 LF 244 $36.00 0241 14 EA 6 $1,100.00 024113 SF 1,476 $1.00 00 00 00 SY 516 $11.00 00 00 00 LF 95 $97.00 00 00 00 LF 371 $97.00 00 00 00 LF 743 $131.00 00 00 00 LF 315 $151.00 00 00 00 LF 619 $191.00 00 00 00 LF 440 $249.00 00 00 00 LF 478 $314.00 i $1,530.501 $25,600.00� $20,600.00 $69,600.00� $32,800.001 $8,000.001 $5,400.001 $28,700.00 $19.980.001 $104,440.001 $8,784.001 $6,600.001 $1,476.001 $5.676.00 $9,215.00� $35,987.001 $97,333.00 $47, 565.001 $118,229.001 $109,560.001 $150,092.001 TOTAL UNIT III: DRAINAGE IMPROVEMENTS $907,167.501 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS- Dr_VELOPFR AWARDED PROJFCTS Form Version \lay 22. 2019 Copv of1PHASE 2100 42 43—Bid Propasal_DAP_Ctilities Alt 2 Cohix Phase 2 UNIT PRICE BID Bidlist Item) No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 004243 DAP • DID PROPOSAL Palle 4 or4 Bidder's Application Bidder's Proposal Description Specification Unit of Bid P Section No. Measure I Quantity Unit Price I Bid Value Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS $403,181.00 UNIT III: DRAINAGE IMPROVEMENTS,167.50 Titis Bid is submitted by the entity named below: BIDDER: BURNSCO CONSTRUCTION, INC. 6331 SOUTHWEST BLVD. DEN BROOK, TEXAS 76132 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. Total Construction Bid $1,826,481.70 BY: Albert rantg Gam.,.. TITLE: Vice President M DATE: 1 Vl/2023 END OF SECTION 90 working days after the date when the CITY OF FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Funu V—iue May]'-. 2019 Copy of(PHASE'_)0042 aJ Bid Propusal_DAr Iaililiaa Alt 004511-1 BIDDERS PREQUALIFICATIONS Pagel of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxDennit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH COHIX PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104093 Revised April 2, 2014 0045 11 - 2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH COHIX PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104093 Revised April 2, 2014 0045 11 - 3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 8 END OF SECTION CITY OF FORT WORTH COHIX PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104093 Revised April 2, 2014 00 45 12 DAP PREQUALIFICATION STATEMENT 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 "Maior Work Tvne" box Drovide the complete maior work tvpe and actual descri_ntion as provided bv_ the Water Denartment for water and sewer and TPW for oavina. Major Work Type Water and Wastewater New Development, Rehabilitation, and Redevelopment Open Cut and Trenchless (all sizes) Drainage Improvements Contractor/Subcontractor Company Name Burnsco Construction Inc Prequalification Expiration Date 6/30/24 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Burnsco Construction Inc. 6331 Southwest Blvd. Benbrook, TX 76132 BY: (Signature) TITLE: sident DATE: November 13, 2023 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 Cohix Phase 2 004512_PrequalificationStatement 2015 DAP 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 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 104093. 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: Brunsco Construction Inc. Company _6331 Southwest Blvd. Address Benbrook, TX 76132 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § By: John Burns (Plea Print) Signature: Title: President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared John Burns , 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 Bumsco construction, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 73th day of November , 2023. No Public in and for the State of Texas END OF SECTION KASSANDRA CANALES = 0 Notary Public, State of Texas a: e- Comm. Expires 01-23-2027 9 ...: +� 0;�`� Notary ID 134158873 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Cohix PH2 CPN: 104093 005243-1 Developer Awarded Project Agreement Pagel of4 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on I I /141 zo23 is made by and between the Developer, 4 Forestar (USA) Real Estate Group Inc., authorized to do business in Texas ("Developer") , and 5 Burnsco Construction Inc., authorized to do business in Texas, acting by and through its duly 6 authorized 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 Cohix Phase 2 16 City Proiect Number: 104093 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within f 2U working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer will 27 suffer financial loss if the Work is not completed within the times specified in Paragraph 28 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard 29 City Conditions of the Construction Contract for Developer Awarded Projects. The 30 Contractor also recognizes the delays, expense and difficulties involved in proving in a 31 legal proceeding the actual loss suffered by the Developer if the Work is not completed on 32 time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated 33 damages for delay (but not as a penalty), Contractor shall pay Developer Dollars ($§,j03 34 for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance 35 until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Cohtr PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised June 16, 2016 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of One Million Eight Hundred Twentv-Six Thousand. 39 Four Hundred Eiehty-One Dollars and Seventv Cents ($1,826.481.70). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 43 44 45 46 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 A.The Contract Documents which comprise the entire agreement between Developer and Contractor concerning the Work consist of the following: 1. This Agreement. 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 Prcject'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 Cohrx PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN; 104093 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 4 74 Article 6, INDEMNIFICATION 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76 expense, the city, its officers, servants and employees, from and against any and all 77 claims arising out of, or alleged to arise out of, the work and services to be performed 78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 79 under this contract. This indemnification provision is snecificallv intended to operate 80 and be effective even if it is alleged or proven that all or some of the damages being 81 sought were caused, in whole or in part, by anv act, omission or ne2lilzence of the city. 82 This indemnity provision is intended to include, without limitation, indemnity for costs, 83 expenses and legal fees incurred by the city in defending against such claims and causes 84 of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification Drovision 91 is snecificallv intended to operate and be effective even if it is alleged or proven that all 92 or some of the damages being sought were caused, in whole or in Dart, by anv act, 93 omission or negligence of the city. 94 95 Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terins used in this Agreement are defined in Article 1 of the Standard City Conditions of the 98 Construction Contract for Developer Awarded Projects. 99 72 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the Developer. 102 7.3 Successors and Assigns. 103 Developer and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon DEVELOPER and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Cohir PH' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised June 16, 2016 00 52 43 - 4 Developer Awnrded Project Agreement Page 4 of 4 115 116 7.6 Authority to Sign. 117 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized 118 signatory of the Contractor. 119 120 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 121 counterparts. 122 123 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 124 125 Contractor: Burnsc oust ction Inc. c - By: (Signature) John Burns (Printed Name) Title: President Company Name: Burnsco Construction Inc. Address: 6331 Southwest Blvd. City/State/Zip: Benbrook, TX 76132 1l'iiE�LvL� Date Developer: Forestar (USA) Real Estate Group Inc. By: J---5 (Signature) STSPK l &Utl, (Printed Name) Title: >1A4 TD&- Company name: Address: Forestar (USA) Real Estate Group Inc. 2221 E Lamar Blvd. Suite 790 City/State/Zip: Arlington, TX 76006 1t�1�}�z�L3 Date CITY OF FORT WORTH Cohkr PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised June 16, 2016 Bond #022236999 0062 13- 1 PERFORMANCE BOND Page I oi'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 That we, Burnsco Construction Inc. known as "Principal" herein 8 and Liberty Mutual Fire Insurance Company a corporate surety(sureties, if more 9 than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether 10 one or more), are held and firmly bound unto the Developer, Forestar (USA) Real Estate Group l l Inc., authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas 12 municipal corporation ("City"), in the penal sum of One Million Eight Hundred Twenty -Six 13 Thousand Four Hundred Eighty -One Dollars And Seventy Cents ($1,826,481.70), lawful 14 money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of 15 which sum well and truly to be made jointly unto the Developer and the City as dual obligees, we 16 bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 20 CFA Number CFA23-0151; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the 14 day of 20 2-3, which Contract is hereby referred to and made a 23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 24 and other accessories defined by law, in the prosecution of the Work, including any Change 25 Orders, as provided for in said Contract designated as Cohix Phase 2. 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 Cohix P112 STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS CPN: 104093 Revised January 31, 2012 006213-2 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 this instrument by duly authorized agents and officers on this the 1 day of 9 d&T443P- 2023. 10 11 12 13 14 15 16 ATTES 17 18 19 (Principa Secretary 20 21 22 23 24 25 Wit ess as to Principal 26 27 28 29 30 31 32 33 34 35 36 37�, 38 39 PRINCIPAL: Burn o Constrtt_ tion Inc. BY: Signture John Burns, President Name and Title Address: 6331 Southwest Blvd. Benbrook. TX 76132 SURETY: Liberty Mutual Fire Insurance Company Sig ature Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 40 Witness as to Surety Telephone Number: 214-989-0000 41 42 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 Cohix PH2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised January 31, 2012 Bond #022236999 0062 14- 1 PAYMENTBOND Pagel 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, Burnsco Construction Inc. known as "Principal" 8 herein, and Liberty Mutual Fire Insurance Company , a corporate 9 surety ( or sureties if more than one), duly authorized to do business in the State of Texas, known 10 as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Forestar 11 (USA) Real Estate Grout) Inc.. authorized to do business in Texas "(Developer"), and the City of 12 Fort Worth, a Texas municipal corporation ("City"), in the penal sum of One Million Eight 13 Hundred Twenty -Six Thousand Four Hundred Eighty -One Dollars And Seventy Cents 14 ($1,826,481.70), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas, for the payment of which sum well and truly be made jointly unto the Developer and the 16 City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and 17 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 CFA23-0151; and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the /of' day of Nov6rl"*-- , 20 23 , 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 Cohix Phase 2. 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 Cohiz PH2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised Januaiy 31, 2012 0062 14 - 2 PAYMENTBOND Page 2 of 2 I 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 14' day of 6 d0v"" , 20 VS . 7 ATTEST: �i Mom_ _ (Principal) Secreta Wit ess as to Principal ATTEST: 11 lc lz u; (Surety) Secretary Witness as to Surety 8 9 10 11 12 13 14 PRINCIPAL: Bur co onstruction Inc. BY`� Sign re John Burns, President Name and Title Address: 6331_Southwest Blvd. Benbrook, TX 76132 SURETY: Liberty Mutual Fire Insurance Company BY: iLn.tr_ '"r) Sign ure Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 Telephone Number: 214-989-0000 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 Cohix PH2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised January 31, 2012 Bond #022236999 0062 19- 1 MAINTENANCE BOND Page I of 3 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 That we Burnsco Construction inc. known as "Principal" herein 8 and Liberty Mutual Fire Insurance Company a corporate surety (sureties, if more 9 than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether 10 one or more), are held and firmly bound unto the Developer, Forestar (USA) Real Estate GrouD 1 1 Inc authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas 12 municipal corporation ("City"), in the sum of One Million Eight Hundred Twenty -Six 13 Thousand Four Hundred Eighty -One Dollars And Seventy Cents ($1,826,481.70), lawful 14 money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of 15 which sum well and truly be made jointly unto the Developer and the City as dual obligees and 16 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 17 jointly and severally, firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement, CFA Number CFA23-0151; and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the 14W day of N0✓ R . 20 7-3 , which Contract is 24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment labor and other accessories as defined by law, in the prosecution of the 26 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 27_ the "Work") as provided for in said Contract and designated as Cohix Phase 2; and 28 29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 30 accordance with the plans, specifications and Contract Documents that the Work is and will 31 remain free from defects in materials or workmanship for and during the period of two (2) years 32 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 33 CiTY OF FORT WORTH Colux PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 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 Jwivary 31, 2012 CohU PH 2 CPN: 104093 006219-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this �� 2 instrument by duly authorized agents and officers on this the � day of 3 P&JoKuk .20 Z.B. 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 ATTES (Principal Secretary y V ness as to Principal ATTEST: PRINCIPAL�1 BurnConstr�. f ction_ Inc. BY: ,{/ Sign fore John Burns, President Name and Title Address: 6331 Southwest Blvd. Benbrook, TX 76132 SURETY: Liberty Mutual Fire Insurance Company BY: __�Si � wio nature Sophinie Hunter, Attorney -In -Fact Name and Title ,2- 1)1�h.c,� Address: 2200 Renaissance Blvd., Suite 400 (Surety) Secretary King of Prussia, PA 19406 Witness as to Surety" Telephone Number: 214-989-0000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Cohix PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN.• 104093 Revised January 31 , 2012 U) a) a) a) co 0 •O c m U) oP L 0o 0 y CM a) 0) M L 0,c L a) O to >� O L Z c0i This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Mutual: Wausau, Wisconsin Liberty Mutual Fire Insurance Company Certificate No: 8205468-022020 SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: Liberty Mutual Fire Insurance Company, being a Wisconsin Corporation having its principal office in the City of Wausau, State of Wisconsin does hereby make, constitute and appoint Don E. Cornell; Joshua Saunders; Kelly A. Westbrook; Mikaela Peppers; Ricardo J. Reyna; Robbi Morales; Sophinie Hunter; Tina McEwan; Tonie Petranek f all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred in their/its name, place and stead, to sign, execute, acknowledge and deliver in theirfits behalf, and as theirfits act and deed, without power of redelegation, as follows: Bonds, undertakings, recognizances, contracts of indemnity, and all other surety obligations, as required, unlimited as to Dollar amount and to bind the Company(ies) making this appointment thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Company(ies), and all the acts of said attomey(s), pursuant to the authority herein given, are hereby ratified and confirmed. AUTHORITY FOR MAKING APPOINTMENT OF ATTORNEYS -IN -FACT Appointment of Attorneys -in -Fact by Liberty Mutual Fire Insurance Company are made pursuant to Article V, Section 10 of Liberty Mutual Fire Insurance Company's By -Laws, as amended and by Unanimous Consent of the Board of Directors dated May 21st, 2013. Further, the President of Liberty Mutual Fire Insurance Company, executed a Delegation of Authority and authorized the assistant secretary signing below to appoint attorneys -in -fact as may be necessary to act on behalf of Liberty Mutual Fire Insurance Company to make vi execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances, and other surety obligations. (1) o ` U IN WITNESS WHEREOF, Liberty Mutual Fire Insurance Company has caused these presents to be signed by its authorized representatives, and its Corporate Seal to be hereto affixed, E cu this 23rd day of April 2021 — 0 OVSG Liberty Mutual Fire Insurance Company c E 0 U N yF\RE P JP �v0.VRgr•p9y 3 Fv m �J /� / j�� / �2 > ./�' elf David M. Carey, Assistant Secretary 0 co p State of PENNSYLVANIA County of MONTGOMERY The foregoing instrument was acknowledged before me this 23rd day of April 2021 Insurance Company. CERTIFICATE C E Attest: `p --Mag-"- = 0) Heather B. Magee o 0 (V CO 0 CV a C0 by David M. Carey, an authorized representative of Liberty Mutual Fire Insurance o ( ra — � U Commonwealth of Pennsylvania - Notary Seal 0 a) Teresa Pastella, Notary Public Montgomery County / -0 N L My commission expires March 28, 2026 "" BY: /tr..wp�i / .ctJ O � ? Commission number 1126044 >Z Member, Pennsylvania Association of Notaries - Teresa Pastella, Notary Public I, the undersigned, an Assistant Secretary of Liberty Mutual Fire Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the said power of attorney was one of the officers or officials specially authorized by the Board of Directors to appoint attorneys -in -fact as provided in the Unanimous Consent and Vote of the Board of Directors of Liberty Mutual Fire Insurance Company dated May 21, 2013. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the Board of Directors of Liberty Mutual Fire Insurance Company evidenced by the Unanimous Consent and Vote of the Board of Directors dated June 28, 2006 wherein it was VOTED that the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or to any cer 5ficate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature and facsimile seal shall be valid and binding upon lrir) Company when so affixed and in the future with respect to any surety undertakings, bonds, recognizances and other surety obligations to which it is attached. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, affixed, this 14 riday of , 2aL3 FIRE INS, v c 1 s o s By:- o Renee C. i;ewellyn, Assistant ecretary Yd� �vscot+S•�dL,' 9j7 * 1 N LMS-22023 03/21 TEXAS IMPORTANT NOTICE To obtain information or make a complaint: You may call toll -free for information or to make a complaint at 1-877-751-2640 You may also write to: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 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 Consumer Protection (I I 1-1A) P. O. Box 149091 Austin, TX 78714-9091 FAX: (512) 490-1007 Web: httn://www.tdi.texas.sov, E-mail: ConsumerProtectionntdi.texas.Rov. PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should first contact the agent or call 1-800-843-6446. 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. NP70680901 LMS-15292 10/15 TEXAS AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis para information o para someter una queja al 1-877-751-2640 Usted tambien puede escribir a: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas Consumer Protection (1 11-1A) P. O. Box 149091 Austin, TX 78714-9091 FAX # (512) 490-1007 Web: httn://www.tdi.texas.2ov. E-mail: Con sumerProtection(a-)tdi.texas.aov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiena una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI) UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de information y no se convierte en parte o condition del documento adjunto. PAVING CITY OF FORT WORTH COHIX PH2 CPN 104093 Cohix Phase 2 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page I of 2 Bidder's Application Bidlist Item) Description I Specification I Unit of Bid No. Section No. Measure Quantity UNIT IV: PAVING IMPROVEMENTS 1 13213.0101 6" Conc Pvmt 32 13 13 SY 9,305' 2 7" Conc Pvmt 32 1313 SY 3,597 3 13213.0102 3211.0501 6" Lime Treatment 3211 29 SY 10,236 4 13211.0502 8" Lime Treatment 3211 29 SY 3,957 5 13211.0400 Hydrated Lime 3211 29 TON 284 6 13213.0301 4" Conc Sidewalk 32 1320 SF 2,657 7 13213.0506 Barrier Free Ramp, Type P-1 33 13 20 EA 16 8 13441.4003 Furnish/Install Alum Sign Ground Mount City 3441 30 EA 6 9 13471.0001 Traffic Control 3471 13 MO 1 10 19999.0006 Install FOR Barricade 00 00 00 EA 4 11 13292.0100 Block Sod Placement 3292 13 SY 308 12 13291.0100 Topsoil 3291 19 CY 52 13 9999.0007 Remove FOR Barricade 00 00 00 EA 2 14 9999.0008 Curlex 00 00 00 SY 26,830 15 16 17 18 1s _ 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 TOTAL JNIT IV: PAVING IMPROVEMENTS Bidder's Proposal Unit Price I Bid Value $59.25 $551,321.25 $62.50 $224,812.50 $4.05 $41,455.80 $4.05 $16,025.85 $331.95 $94,273.80 $8.55 $22,717.35 $2,000.00 $32,000.00 $465.00 $2,790.00 $1,200.00 $1,200.00 $2,000.00 $8,000.00 $11.95 $3,680.60 $89.25 $4,641.00 $500.00 $1,000.00 $0.50 $13,415.00 $1,017,333.15 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Vernon May 22, 2019 (PHASE 2) 00 42 43_Bid Proposal_DAP_Paving Cohix Phase 2 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 2 of 2 Bidder's Application Bidlist Item) I Description Specification I Unit of I Bid No. Section No. Measure Quantity Bid Summary UNIT IV: PAVING IMPROVEMENTS This Bid is submitted by the entity named below: BIDDER: Gilco Contracting, Inc 6331 Southwest Blvd. Benbrook, TX 76132 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. Total Construction Bid BY: Gilco Contracting, Inc TITLE: Vice President, Operations DATE: 11/l /2023 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Fonn Version May 22, 2019 Bidder's Proposal Unit Price I Bid Value $1,017,333.15 $1,017,333.15 35 working days after the date when the 11.2.23 (PHASE 2) 00 42 43_Bid Proposal_DAP_Paving re —Is 0045 11 -1 BIDDERS PREQUALIFICATIONS Pagel of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxDermit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH COHIX PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104093 Revised April 2, 2014 0045 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH COHIX PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104093 Revised April 2, 2014 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 I d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 8 END OF SECTION CITY OF FORT WORTH COHIX PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104093 Revised April 2, 2014 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 provide the complete major work tvve 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 Concrete Paving Construction Gilco Contracting, Inc. 12/31/2024 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Gilco Contracting, Inc. 6331 Southwest Blvd Benbrook, TX 76132 BY: TITLE: DATE: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS A(Q-� (Signature) Cohix Phase 2 00 45 12_Prequalification Statement 2015_DAP Form Version September 1, 2015 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 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 104093. 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: Gilco Contracting, Inc. Company 6331 Southwest Boulevard Address _Benbrook, Texas 76132 City/State/Zip THE STATE OF TEXAS § COUNTY OFTARRANT § By: Le i ov N) C Chu,; en *lease Print Signature: Title: VP_ OD(,VA-h ons ` (Please Print) EFORE ME, the undersigned authority, on this day personally appeared i a M (: PuA e in , 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 tkf n P.Dn+yoi Ni Ili(,. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ,20 . aPpv'r�a,, EMMA TURNER z`.o Notary Pubic, State of Texas My Commission Expires otary Public in and for the State of Texas August 12, 2025 NOT nc+v +D 13326419 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Cohix PH2 CPN: 104093 00 52 43 - 1 Developer ANvarded Project Agreement Paget of 4 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on I t / 1141 soz3 is made by and between the Developer, 4 Forestar (USA) Real Estate Groun Inc., authorized -to do business in Texas ("Developer") , and 5 Gilco Contractina. Inc.., authorized to do business in Texas, acting by and through its duly 6 authorized 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 Cohix Phase 2 16 City Proiect Number: 104093 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within ( 5 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer will 27 suffer financial loss if the Work is not completed within the times specified in Paragraph 28 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard 29 City Conditions of the Construction Contract for Developer Awarded Projects. The 30 Contractor also recognizes the delays, expense and difficulties involved in proving in a 31 legal proceeding the actual loss suffered by the Developer if the Work is not completed on 32 time. Accordingly, instead of requiring any such proof , Contractor agrees that as liquidated 33 damages for delay (but not as a penalty), Contractor shall pay Dollars ($650) for each day 34 that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City 35 issues the Final Letter of Acceptance. CITY OF FORT WORTH Cohix PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of One Million Seventeen Thousand Three Hundred 39 Thirty -Three Dollars and Fifteen Cents ($1,017,333.15). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A.The Contract Documents which comprise the entire agreement between Developer and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 46 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 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 Cohtx PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised June 16, 2016 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 4 74 Article 6. INDEMNIFICATION 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76 expense, the city, its officers, servants and employees, from and against any and all 77 claims arising out of, or alleged to arise out of, the work and services to be performed 78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 79 under this contract. This indemnification provision is specifically intended to operate 80 and be effective even if it is alleged or proven that all or some of the damages being 81 sought were caused, in whole or in Dart, by anv act, omission or negligence of the citv. 82 This indemnity provision is intended to include, without limitation, indemnity for costs, 83 expenses and legal fees incurred by the city in defending against such claims and causes 84 of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification Drovision 91 is specifically intended to operate and be effective even if it is alleged or proven that all 92 or some of the damages being sought were caused, in whole or in Dart, by anv act. 93 omission or negligence of the citv. 94 95 Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the 98 Construction Contract for Developer Awarded Projects. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the Developer. 102 7.3 Successors and Assigns. 103 Developer and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon DEVELOPER and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Cohix PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised June 16, 2016 115 116 117 118 119 120 121 122 123 124 125 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: Gilco Contracting, Inc. By: )�kj- (Signature) (6rn rfl r, R vdq) (Printed Name) TitleW Dwochum Company Name: Gilco Contracting, Inc. Address: 6331 Southwest Blvd. City/State/Zip: Benbrook, TX 76132 11 114I 2023 Date Developer: Forestar (USA) Real Estate Group Inc. By: 4 (Signature) SOON'C� g1uA (Printed Name) Title: D6V&-2q"a r DIRACrOK Company name: Address: Forestar (USA) Real Estate Group Inc. 2221 E Lamar Blvd. Suite 790 City/State/Zip: Arlington, TX 76006 ti 14 1vPt3 Date CITY OF FORT WORTH Cohix PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised June 16,2016 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 06 01 (Ed. 7-84) TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancelation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: 30 2. Notice will be mailed to: Gilco Contracting, Inc. 6331 southwest Blvd Benbrook, TX 76132 This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. WC2-Z91-473015-033 Endorsement No. Insured: Gilco Contracting, Inc.. Premium Insurance Company Liberty Mutual Fire Insurance Company Countersigned by WC420601 (Ed. 7-84) Policy Number: AS7-Z91-473015-013 Issued By: Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART Schedule Name of Other Person(s)/ Email Address or mailing Number Organization(s): address: Days Notice: Per Schedule On File With The 30 Company A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 0105 11 © 2011, Liberty Mutual Group of Companies. All rights reserved Includes copyrighted material of Insurance Services Office, Inc. Page 1 of 1 with its permission. Policy Number TB7-Z91-473015-023 Issued by Liberty Insurance Corp. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY - UMBRELLA COVERAGE FORM A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule of this endorsement. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. Schedule Name of Other Person(s) / Email Address or mailing address: Number Days Notice: Organization(s): Per Schedule On File With The Company Per Schedule On File With The Company 30 LIM 99 01 05 11 © 2011, Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 06 01 (Ed. 7-84) TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancelation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: 30 2. Notice will be mailed to: Gilco Contracting, Inc. 6331 southwest Blvd Benbrook, TX 76132 This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. WC2-Z91-473015-033 Endorsement No. Insured: Gilco Contracting, Inc.. Premium Insurance Company Liberty Mutual Fire Insurance Company Countersigned by WC420601 (Ed. 7-84) Policy Number: AS7-Z91-473015-013 Issued By: Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART Schedule Name of Other Person(s)/ Email Address or mailing Number Organization(s): address: Days Notice: Per Schedule On File With The 30 Company A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 0105 11 © 2011, Liberty Mutual Group of Companies. All rights reserved Includes copyrighted material of Insurance Services Office, Inc. Page 1 of 1 with its permission. Policy Number TB7-Z91-473015-023 Issued by Liberty Insurance Corp. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY - UMBRELLA COVERAGE FORM A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule of this endorsement. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. Schedule Name of Other Person(s) / Email Address or mailing address: Number Days Notice: Organization(s): Per Schedule On File With The Company Per Schedule On File With The Company 30 LIM 99 01 05 11 © 2011, Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Bond #022236998 0062 13- 1 PERFORMANCE BOND Page I or2 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, Gilco Contractiniz. Inc.. known as "Principal" herein and 8 Liberty Mutual Fire Insurance Company , a corporate surety(sureties, if more than 9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 10 or more), are held and firmly bound unto the Developer, Forestar (USA) Real Estate Grout) Inc.. I 1 authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal 12 corporation ("City"), in the penal sum of One Million Seventeen Thousand Three Hundred 13 Thirty -Three Dollars And Fifteen Cents ($1,017,333.15), lawful money of the United States, to 14 be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be 15 madejointly unto the Developer and the City as dual obligees, we bind ourselves, out- heirs, 16 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 17 WHEREAS, Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 19 CFA Number CFA23-0151; and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 21 the iq day of JJ0✓E.611M _ . 201- , which Contract is hereby referred to and made a 22 part hereof for all purposes as if frilly set forth herein, to furnish all materials, equipment labor 23 and other accessories defined by law, in the prosecution of the Work, including any Change 24 Orders, as provided for in said Contract designated as Cohix Phase 2. 25 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 26 shall faithfully perform it obligations under the Contract and shall in all respects duly and 27 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 28 specifications, and contract documents therein referred to, and as well during any period of 29 extension of the Contract that may be granted on the part of the Developer and/or City, then this 30 obligation shall be and becorne null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH Coha PH2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CM: 104093 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 o1*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 this instrument by duly authorized agents and officers on this the 14" day of 9 d006MS L . 20 Z3 . 10 PRINCIPAL: I I Gilco Contractine, Inc. 12 �\ 13 14 BY: *nat 15 16 ATTEST• 17 18 Leia McQuien, Vice President, Operations 19 (Princip Se Name and Title 20 21 Address: 6331 Southwest Blvd. 22 n Benbrook, TX 76132 23 �(Gt� 24 25 Itness as to Principal 26 SURETY: 27 Liberty Mutual Fire Insurance Coinpany 28 29 L 30 BY: 31 Siinature 32 33 Sophinie Hunter, Attorney -In -Fact 34 Name and Title 35 36 Address: 2200 Renaissance Blvd., Suite 400 37 t, King of Prussia, PA 19406 38 39 40 Witness as to Surety Telephone Number: 214-989-0000 41 42 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 mast be provided. 46 47 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTI I C'ohis PH2 STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CM: 104093 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Bond 9022236998 006214.1 PAYMENT BOND Page I of 2 SECTION 00 62 14 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Gilco Contractins, Inc., known as "Principal" herein, and Liberty Mutual Fire Insurance Company , a corporate surety ( or sureties if more than one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Forestar (USA) Real Estate Group Inc., authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of One Million Seventeen Thousand Three Hundred Thirty -Three Dollars And Fifteen Cents ($1,017,333.15), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth, by and through a Community Facilities 20 Agreement, CFA Number CFA23-0 IS 1; and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 141v day of �fl+f*vi+t , 20 23 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 Conti -act and designated as Cohix Phase 2. 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 WORT1i Cohix PH2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 5 6 7 8 9 10 11 12 13 14 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 14 day of d0,16r4polL 20 Z'; ATTEST: (Principal) c} Pitnesksas to Principal ATTEST: J,L+,,1 i 1U.4"'e^-- (Surety) Secretary Witness as to Surety PRINCIPAL: Gilco Contracting, Inc.__ BY: S at e Leia McQuien, Vice President, Operations Name and Title Address: 6331 Southwest Blvd.____ _Benbrook, TX 76132 SURETY: Liberty Mutual Fire Insurance Company Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd. Suite 400 King of Prussia, PA 1946 Telephone Number: 214-989-0000 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 fi•om 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 WORTI I CohLr PH2 STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS CPN. 104093 Reviscd January 31, 2012 Bond #022236999 006219-I MAINTENANCE BOND Page I or3 I SECTION 00 62 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we Gilco Contractinu, Inc„ known as "Principal" herein and g Liberty Mutual Fire Insurance Company , a corporate surety (sureties, if more than 9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 10 or more), are held and firmly bound unto the Developer, Forestar (USA) Real Estate Groun Inc., I I authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal l2 corporation ("City"), in the sum of One Million Seventeen Thousand Three Hundred Thirty- 13 Three Dollars And Fifteen Cents ($1,017,333.15), lawful money of the United States, to be paid 14 in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly 15 unto the Developer and the City as dual obligees and their successors, we bind ourselves, our 16 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17 presents. i8 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 CFA23-0151; and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the-1 4 "' day of 20 Z3 , which Contract is 24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment labor and other accessories as defined by law, in the prosecution of the 26 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 27 the "Work") as provided for in said Contract and designated as Cohix Phase 2; and 28 29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 30 accordance with the plans, specifications and Contract Documents that the Work is and will 31 remain free from defects in materials or workmanship for and during the period of two (2) years 32 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 33 CITY OF FORT WORTH Cohlx PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 Reviscd Janumy 31, 2012 006219-2 MAINTENANCE BOND Page 2 oT3 I WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 8 remain in full force and effect. 9 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely I 1 noticed defective Work, it is agreed that the Developer or City may cause any and all such 12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 13 by the Principal and the Surety under this Maintenance Bond; and 14 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 17 Worth Division; and 18 19 PROVIDED FURTHER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 22 23 CITY OF FORT WORTH C.'ohlx PH 2 STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CPN 1M4493 Revised Januaty 31,2012 006219-3 MAINTENANCE BOND Page 3 or3 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 W day of 3 � ov ario FA , 20 Z3 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 ATTE (Print ltness as to Principal ATTEST: PRINCIPAL: Gilco Contracting, Inc. BY: gnatw e Leia McQuien, Vice President, Operations Name and Title Address: 6331 Southwest Blvd. Benbroo_k, TX 76.132_ _ SURETY: Liberty Mutual Fire Insurance Company BY: vu,;,�_ J? _ Sig ature Sophinie Hunter, Attorney_ -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 (Surety) Sccr taly King of Prussia, PA 19406 Witness as to Surety Telephone Number: 214-989-0000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shal I not be prior to the date the Contract is awarded. CITY OF PORT WORTH C'olik PP1 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPX 104093 Revised January 31, 2012 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. LibertyLiberty Mutual Fire Insurance Company mutuR Wausau, Wisconsin Certificate No: 8205458-022020 SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: Liberty Mutual Fire Insurance Company, being a Wisconsin Corporation having its principal office in the City of Wausau, State of Wisconsin does hereby make, Constitute and appoint Don E. Cornell; Joshua Saunders; Kelly A. Westbrook; Mikaela Peppers; Ricardo J. Reyna; Robbi Morales; Sophinie Hunter; Tina McEwan; Tonic Petranek all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred in theidits name, place and stead, to sign, execute, acknowledge and deliver in their/its behalf, and as theirfits act and deed, without power of redelegation, as follows: Bonds, undertakings, recognizances, contracts of indemnity, and all other surety obligations, as required, unlimited as to Dollar amount and to bind the Company(ies) making this appointment thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Company(ies), and all the acts of said attorney(s), pursuant to the authority herein given, are hereby ratified and confirmed. AUTHORITY FOR MAKING APPOINTMENT OF ATTORNEYS -IN -FACT —' Appointment of Attorneys -in -fact by Liberty Mutual Fire Insurance Company are made pursuant to Article V, Section 10 of Liberty Mutual Fire Insurance Company's By -Laws, as amended and by Unanimous Consent of the Board of Directors dated May 21st, 2013. Further, the President of Liberty Mutual Fire Insurance Company, executed a Delegation of Authority and authorized the assistant secretary signing below to appoint attorneys -in -fact as may be necessary to act on behalf of Liberty Mutual Fire Insurance Company to make o execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances, and other surety obligations. .` U m IN WITNESS WHEREOF, Liberty Mutual Fire Insurance Company has caused these presents to be signed by its authorized representatives, and its Corporate Seal to be hereto affixed, w this 23rd day of April 2021En 3 Liberty Mutual Fire Insurance Company m y„- N Q\jte 1NgG 1' W O? P oEP044AAPZ M S G ro 219080 oBy: Q� � r h a 3 <s rn N ) d�gjl o*NgI- David M. Carey, Assistant Secretary Q O ar o` ar@ Oo E a)-8 : N Attest: Hea h re o ai w B. (e N N N ar State of PENNSYLVANIA cif orn o ss County of MONTGOMERY a00 o ro The foregoing instrument was acknowledged before me this 23rd day of April 2021 by David M. Carey, an authorized representative of Liberty Mutual Fire Insurance v o �— Insurance Company, c to U @ (0 r0 C n. yAg: u, C U Commonwealth of Pennsylvania - Notary Seal p Teresa Pastella, Notary Public ce -Q Montgomery County �Tesa ,,,--1yMy commission expires March 28. 2a25 �y� i1,�w /[{,f%-L.vc•yf� ly a Commission number 1128044 Member, Pennsylvania Association of NotariesTPastella, Notary Public CERTIFICATE I, the undersigned, an Assistant Secretary of Liberty Mutual Fire Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the said power of attorney was one of the officers or officials specially authorized by the Board of Directors to appoint attorneys -in -fact as provided in the Unanimous Consent and Vote of the Board of Directors of Liberty Mutual Fire Insurance Company dated May 21, 2013, This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the Board of Directors of Liberty Mutual Fire Insurance Company evidenced by the Unanimous Consent and Vote of the Board of Directors dated June 28, 2006 wherein it was VOTED that the signatures of such officers and the seal of the Company maybe affixed to any such power of attorney or to any certificate roladrig thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature and facsimile seal shad be valid and binding upon the Company when so affixed and in the future with respect to any surety undertakings, bonds, recognizances and other surety obligations to which it is attached. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, affixed, this day of P adit+3bf► , Zo 0 , FARE 1NSG QY oP.PoR is qrm, , By: Y 19 0 8 o Renee C. Llewellyn, Assistant 3ecrelary �b h�SCOIA b� davT * bad LMS-22023 03121 Liber Mutua 5UR[:TY TEXAS IMPORTANT NOTICE To obtain information or make a complaint: You may call toll -free for information or to make a complaint at 1-877-751-2640 You may also write to: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at I -800-252-3439 You may write the Texas Department of Insurance Consumer Protection (I I I -I A) P. O. Box 149091 Austin, TX 78714-9091 FAX: (512) 490-1007 Web: httn://www.tdi.texas.aov E-mail: ConsumerProtectionntdi.texas.uov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should first contact the agent or call 1-800-843-6446. 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. NP70680901 LMS-15292 10/15 TEXAS AVISO IMPORTANTE Para obtener information o para someter una queja: Usted puede Ilamar al numero de telefono gratis para informacion o para someter una queja al 1-877-751-2640 Usted tambien puede escribir a: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companies, coberturas, derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas Consumer Protection (I 1 I -IA) P. O. Box 149091 Austin, TX 78714-9091 FAX # (512) 490-1007 Web: htto://www.tdi.texas.aov E-mail: ConsumerProtection@tdi.texas.gov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiena una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI) UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condition del documento adjunto. STREET LIGH S T CITY OF FORT WORTH COHIXPH2 CPN 104093 Coliix Phase 2a 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 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information Description I Specification I Unit of Section No. Measure UNIT V: STREET LIGHTING IMPROV NMENTS 2605.3015 2" CONDT PVC SCH 80(T) 26 05 33 LF 3441.1410 NO 10 Insulated Elec Condr 3441 10 LF 3441.1646 Furnish/Install Type 33B Arm 3441 20 EA 3441.3050 Furnish/Install LED Lighting Fixture (70 watt 3441 20 EA 3441.3351 Furnish/Install Rdway Illum TY 11 Pole 3441 20 EA 3441.3301 Rdwy Illum Foundation TY 1,2, and 4 3441 20 EA 00 42 43 DAP - BID PROPOSAL Page I of 2 Bidder's Application Bidder's Proposal Bid Quantity Unit Price Bid Value 917 $19.54 $17,918.18 917 $5.55 $5,089.35 14 $383.00 $5,362.00 14 $361.00 $5,054.00 14 $2,100.00 $29,400.00 14 $1,781.00 $24,934.00 TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $87,757.53 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 (PHASE 2) 00 42 43 Bid Proposal_ DAP_ Electrical - IUC pricing filled in Cohix Phase 2a UNIT PRICE BID Bidlist Item) No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 2 of 2 Bidder's Application Bidders Proposal Description Specification Unit of Bid p Section No. 1 Measure I Quantity Unit Price Bid Value Bid Summary UNIT V: STREET LIGHTING IMPROVEMENTS This Bid is submitted by the entity named below: BIDDER: ludepcndent t tility Construction, Inc. 5109 Sun Valle} Dr Fort North, I:\ 76119 817-478-4444 — okra iuctx.cum Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. Total Construction Bid BY: Hherd ��nite q TITLE: President DATE: 111! 17/2023 END OF SECTION $87,757.53 $87,757.53 25 working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22. 2019 (PHASE 2) 00 42 43_Bid Proposal_DAP_Eleclrical - IUC pricing filled in 0045 11 -1 BIDDERS PREQUALIFICATIONS Pagel of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxDermit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH COHIX PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104093 Revised April 2, 2014 0045 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH COHIX PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104093 Revised April 2, 2014 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 I d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 8 END OF SECTION CITY OF FORT WORTH COHIX PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104093 Revised April 2, 2014 0045 12 DAP PREQUALIFICATION STATEMENT Page I 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 Tvne" box provide the complete maior work tVDe and actual description as Drovided by the Water Department for water and sewer and TPW for Davine. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Roadway and Pedestrian Street Independent Utility Construction, Inc. 2/27/2025 Lighting The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Independent Utility Construction, Inc 5109 Sun Valley Drive Fort Worth, TX 76119 BY• c%hard Wolfe - (Signature) TITLE: President DATE I I ) U 6 _)-3 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS Cohix Phase 2 00 45 12—Prequalification Statement 2015—DAP Form Version September 1, 2015 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 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. 104093. 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: Independent Utility Construction, Inc Company 5109 Sun Valley Drive Address Fort Worth, Texas 76119 City/State/Zip THE STATE OF TEXAS § COUNTY OFTARRANT § By: Richard Wolfe lease Print) Signature: �C1- Title: Pre-Sjdent (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Richard Wolfe , 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 IndeDendent Utility Construction. Inc. for the purposes and consideration therein expressed and in the capacity therein stated. JDER Y H1AD A EAL OF OFFICE this ! day of � VY i 20Z ,P��•� CHRISTINA GARCIA�'�`- ��' :�; Not Public, State of Texas 'tary�ublic in and for the Mate of Texas r Comm. Expires 12-20-2024 ........ °� Notary 10 130940785 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Cohix PH2 CPN: 104093 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 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. 104093. 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: Independent Utility Construction, Inc Company 5109 Sun Valley Drive Address Fort Worth, Texas 76119 City/State/Zip THE STATE OF TEXAS § COUNTY OFTARRANT § By: Richard Wolfe lease Print) Signature: �C1- Title: Pre-Sjdent (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Richard Wolfe , 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 IndeDendent Utility Construction. Inc. for the purposes and consideration therein expressed and in the capacity therein stated. JDER Y H1AD A EAL OF OFFICE this ! day of � VY i 20Z ,P��•� CHRISTINA GARCIA�'�`- ��' :�; Not Public, State of Texas 'tary�ublic in and for the Mate of Texas r Comm. Expires 12-20-2024 ........ °� Notary 10 130940785 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Cohix PH2 CPN: 104093 1 SECTION 00 52 43 00 52 43 - 1 Developer Awarded Project Agreement Page I of 4 2 AGREEMENT 3 THIS AGREEMENT, authorized on I(/1G/tez3 is made by and between the Developer, 4 Forestar (USA) Real Estate Grout) Inc.. authorized to do business in Texas ("Developer") , and 5 Independent Utilitv Construction. Inc. , authorized to do business in Texas, acting by and 6 through its duly authorized 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 Cohix Phase 2 16 City Proiect Number: 104093 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within ( 25 ; working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer will 27 suffer financial loss if the Work is not completed within the times specified in Paragraph 28 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard 29 City Conditions of the Construction Contract for Developer Awarded Projects. The 30 Contractor also recognizes the delays, expense and difficulties involved in proving in a 31 legal proceeding the actual loss suffered by the Developer if the Work is not completed on 32 time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated 33 damages for delay (but not as a penalty), Contractor shall pay Dollars ($650) for each day 34 that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City 35 issues the Final Letter of Acceptance. CITY OF FORT WORTH Cohix PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised June 16, 2016 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of Eighty -Seven Thousand Seven Hundred Fiftv-Seven 39 Dollars and Fiftv-Three Cents ($87.757.53). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A.The Contract Documents which comprise the entire agreement between Developer and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 46 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 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 Cohfx PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised June 16, 2016 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 4 74 Article 6. INDEMNIFICATION 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76 expense, the city, its officers, servants and employees, from and against any and all 77 claims arising out of, or alleged to arise out of, the work and services to be performed 78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 79 under this contract. This indemnification provision is specifically intended to overate 80 and be effective even if it is alleged or Droven that all or some of the damages being 81 sought were caused, in whole or in Dart, by anv act, omission or negligence of the city. 82 This indemnity provision is intended to include, without limitation, indemnity for costs, 83 expenses and legal fees incurred by the city in defending against such claims and causes 84 of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification Drovision 91 is specifically intended to operate and be effective even if it is alleged or Droven that all 92 or some of the damages being sought were caused, in whole or in Dart, by anv act,. 93 omission or negligence of the city. 94 95 Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the 98 Construction Contract for Developer Awarded Projects. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the Developer. 102 7.3 Successors and Assigns. 103 Developer and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon DEVELOPER and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Cohir PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised June 16, 2016 005243-4 Developer Awarded Project Agreement Page 4 of 4 115 116 7.6 Authority to Sign. 117 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized 118 signatory of the Contractor. 119 120 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 121 counterparts. 122 123 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 124 Contractor: Indepe;ntlity Construction, Inc By: (S ature) Richard Wolfe (Printed Name) Title: President Company Name: Independent Utility Construction, Inc. Address: 5109 Sun Valley Drive City/State/Zip: Fort Worth, TX 76119 I � , Date 125 ��,v�`�nNsi'�tiCT� �•,,� �''•Q�p 0Se O Developer: Forestar (USA) Real Estate Group Inc. By: /-5� (Signature) Srr�Hc-� 3,�th (Printed Name) Title: I�a�etaaM�.T c����c;wc Company name: Address: Forestar (USA) Real Estate Group Inc. 2221 E Lamar Blvd. Suite 790 City/State/Zip: Arlington, TX 76006 Date 1 I /I V' T,ot3 CITY OF FORT WORTH Cohix PH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised June 16, 2016 I d 5 b 7 8 9 10 11 12 13 14 15 16 17 18 19 uot,ll3-I 111:10-uR11ANCI. BON1) 1'auc 1 or*2 Bond No. 3 397i8K SECTION 00 62 13 PERFORMANCE BOND TH E STATE OF TEXAS § § KNOW ALL I3Y Ttll?SE PRESENTS: COUNTY OF TARRANT § That we. Independent Utility Construction. Inc. I:nown as "Principal" herein and Westfield Insurance Corn any , a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or nurlc). are held and firmly bound unto the Developer, Forestay (USA) Real Estate Grou if_ Inc..e.authorized to do business in Texas ("Developer") and the City of Port WOrtll, a Texas Municipal corporation (--City'), in the penal sum of, Eightv-Seven Thousand. Seven Hundred Fifty -Seven Dollars K I ifty-Three Cents ($87.757.53 lawful stoney of the United States. to be paid in'Fort Worth, "Tarrant County, Texas for the payment of which suns well and truly to be made. jointly unto the Developer and the City as canal obliges, we bind ourselves, our heirs. executors. adllllnlStratOrS, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into all Agreement for the construction of community facilities in the City of Fort Worth by and through a Conl»unity Facilities Agreement, CFA Number 23-0151 ; and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer 21 awarded the I(,n day of goVer44641 ; 200. which Contract is hereby referred to and 22 made a part hereof for all purposes as if filly set forth herein, to furnish all materials. equipment 23 labor and other accessories defined by law. in the prosecution of the �Vork. including any Change 24 Orders, as provided for in said Contract designated as Street Liahtim—, Improvements to serve Cphis, 25 Phase 2. 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 faithfully 28 perform the Work; including Change Orders, under the Contract, accordiq- to the plans. 2t) specifications, and contract documents therein referred to, and as well (luringany period of 30 extension of the Contract that may be granted oil 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 ellect. 32 33 CITY OI= FOIt'r W011"I'l I SI ANDARD CITY CONDITIONS — DEVELOPGlt AWARDED PROJI_C-rs Ro sed .Iaauanv 31. 2012 Culns Phase 2 Cm I'ugco No 10.1093 0061 I?•' VI:RFoRMANO: BOND Paac 2 of 13011d No. 3 397 38K PROVIDED FURTHER, that il'any legal action be filed on this 13011d. venue shall He in 2 Tarrant County. 'texas or the United Slates District Court Im the Northern District of Texas. Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 22531 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 SurehV have SIGNED and SEALED this R instrument,by duly authorized agents and officers on this the XObdt►v of W01A Ms4 N) U. �) PRINCIPAL: 10 INDEPMENT U ILITY II CON. 1' JC' ION.INC'. 12 13 BY: 14 Sr:-- 15 AT"fES": , V 16 17 �i" Richard Wolfe. President I R tPri ► - 13, , e ary Mor an 41'olfe Name and Title I <) 20 Address: 5109 Sun Vallev Drive 1 Fort \North. Texas 76119 22 23 24 mess as to Principal %hristinaarcia SURETY: 25 WESTFIEAJ) INSI'RAN'C'E COMPANY 26 2 28 Y: "B_ 9 [31 c� � Signature 30 31 Iwle W. Sweeney Attorncv-in-Pact 37 Name and Title 33 34 Address: 955 Garden Park Drive. Suite 230 35 Allen. Texas 75013 36 37 f u - - --- 3R Wit�to Surety Elizabeth Gray Telephone Number: 972-516-2600 39 - 40 *Note: If signed by an officer of the Surety Company, there must be on file a cerlitied extract 41 from the by-laws showing that this person has authority to si -n such obligation. If 42 Surety's physical address is different fi-om its mailing address. both must be provided. 43 The date of the bond shall not be prior to the date the Contract is a\`<u•ded. CH Y l )I FORT W R 1-11 Cbhtc I'h:xx STANDARD C ITY CONDITIONS — DEVELOPER AWARDED PRO JR..rS Cud Prurcct No 104093 Re\ is.Ld kmuin 31 2012 NO611.1•1 PAN*M1:NT IIi )ND I'm_c I of 2 Bond No. 3 39718K I SECTION 00 62 14 2 f AYMENT BOND 3 4 TH E STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: G COUNTY OF TARRANT § 7 That we, Independent Utilitv Construction. Inc. . known as 'Principal" herein. 8 and Westfield Insurance Comoanv , a corporate surety (or sureties if* more than 9 one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 10 or more), are held and firmly bound unto the Developer Forestar (USA) Real [state Group. Inc. I I authorized to do business in Texas ("Developer"), and the City of Fort Worth, a Texas municipal 12 corporation ("City"), in the penal sum of Eiahty-Seven Thousand. Seven Hundred Fifty -Seven 13 Dollars &. Fifty -Three Cents ($87.757.53) lawful money of the United States, to be paid in Fort 14 Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto 15 the Developer and City as dual obligees, we bind ourselves, our heirs. executors. administrators. IO successors and assigns, jointly and severally, firmly by these presents: 17 WHEREAS, Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth, by and through a Community Facilities I (I Agreement. CFA Number 23-0151 _ ; and 2u WHEREAS, Principal has entered into a certain written Contract NN1111 Developer. 21 awarded the /4'° day of 419n3Rn- , 20Z-3, which Contact is hereby referred to and '2 made a part hereof for all purposes as if fully set forth herein, to furnish all materials. equipment. 23 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 24 said Contract and designated as Street L.iahtina Improvements to serve Collis Phase 2. 25 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if' 26 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 27 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 28 the Contact. then this obligation shall be and become null and void: otherwise to remain in full 29 lorce and effect. 30 Crrl (W 1 WT WORTI I C(Am I'hax 2 STANDARD CITY CONDITIONS — DEVELOPER AwARDFD PROJECTS Cn} I'rolect No. 104093 Rey iscd Janum 31 201' 2 3 a 5 6 7 3 10 11 13 UU (h 1 1-1- 2 11A1'\ILN'1 Rct�U Bond No. 3 39718K This bond is made and executed in compliance with the provisions ()I*C'hapter 2253 of the Texas Government Code. as amended, and all liabilities on this bond shall be detcrmincd in accordance with the provisions of said statute. IN WITNESS WHEREOF, the Principal and SUreq' have each SIGNED and SI:AL_ED this instrument by duly authorized agents and officers on this the 1G (I lv of 20=3. ( ri ill 'ecretary Mor ark Wolfe r} rtiess as to Principal Christina Garcia ATTEST: (Surety) Secretary Frank A. Carrino Witnes_ .Is to SUrety Elizabeth Gray PRINCIPAL: 1NDEPE 1NT UTILITY CONS"r C" 1ON. INC. BY: kc , Signature Richard Wolfe. President Name and Title Address: 5109 Sun Vallev Drive Fort Worth. Texas 76119 SURETY: WESTFIELD INSURANCE COMPANY BY: i Ignature " Kyle W. Sweeney. Attorney -in -Pact Name and Title Address: 955 Garden Park Drive. Suite 230 Allen. Texas 75013 Telephone Number: 972-516-2600 Note: II• signed by all officer of the Surety, there must be on file a certified extract from the Haws showing that this person has authority to sign such obligation. If Surety's physical address is difTerent 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 Or PORT WORT11 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Ro (sect Januan 31. 2012 C'ulm Pha.'e 2 (ltc 1'mre:t No IM093 00 62 11) - 1 MAIN I I.NANC'1: Ill)\Il Bond No. 339738K I SECTION 00 62 19 2 MAINTENANCE BOND 3 4 TH E STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: G COUNTY OFTARRANT § 7 8 'That we Independent Utility Constl•tiction. Inc. , known as " Principal" here ill and 9 West lie ld Insurance Companl, a corporate surety (sureties, if name than one) duly 10 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more). I I are held and firmly hound unto the Developer, Forestar (USA) Real Estate Groan. Inc.. 12 authorized to do business in Texas ("Developer") and the City of Fort Worth. a Texas municipal 13 corporation (-City"). in the sum of Eiuhty-Seven Thousand. Seven Hundred Fifty -Seven Dollars 14 & Fith-Three Cents (687.757.53) lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County. Texas. for payment of which stun well and truly be made jointly unto the IG Developer and the City as dual obligees and their successors, we bind ourselves. our heirs. 17 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement. C'FA Number 23-0151 : and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the IG" Clay of dorEMiS6& 2023, which Contract is hereby referred to and 24 a made part hereof for all purposes as if fully set forth herein, to furnish all materials. equipment 25 labor and other accessories as defined by law, in the prosecution of the Work. including any 26 Work resulting from a duly authorized Change Order (collectively herein. the *'Work") as 27 provided for in said Contract and designated as Street Liphtin-, Imorovements to serve Cohix 28 Phase 2: and 19 30 WHEREAS. Principal binds itself to use such materials and to so construct the \Fork in 31 accordance- with the plans. specifications and Contract Documents that the Work is and %will 32 remain free from defects in materials or workmanship for and during the period offivo (2) years 33 after the date of final Acceptance of the Work by the City ("Maintenance Period"): and 34 Crry ur FORT \Ct )RTI I Colux Thaw 2 STANDARD (TIN C'ONDI IICINS — I)I:vm_oi)rR AWARDED PROJECTS Cm Noleo No 104093 Rertscd Januan 3I. 2012 1 2 3 4 i G 7 8 9 In II I' 13 1-1 Ii IC 17 18 19 20 21 22 23 110 02 11) . . MAIN] FINANCI: BOND Pale 2 of.; Bond No. 3 397 38K WHEREAS. Principal binds itselfto repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thercofat ally time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any detective Work, for which timely notice was provided by Developer or Cite. 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 'farrant 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 t if PCJRT 1 010-11 S'l ANDARD (TINCONDITIONS— DEVELOPER AWARDED 111MIFCTS Re%'Iscd human 31.2012 C'ohlx Phase 2 Cm Prolecl No 1 W093 00 (y-' 19 • 7 MAINTI NANICk M)ND I'aer 3 ul Bond No. 3 39738K I IN NVITNGSS WHEItI O . the Principal and the Surety have each SIGNI-D and SEALED this 2 instrument b% duly authorized wents and officers on this the 161, day of 1004145.lt. 20 z3. 3 4 5 G 7 8 9 111 II 12 13 14 15 IG 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 A (Principal). 4etary mor11 ,,an Wolfe `t i ness as to 'rincipal C iristina Garcia ATTEST: !(Surety) Secretary Frank A. Carrillo y� �,), 1VitnLl�zabeth Gray t PRINCIPAL: INDEPEi ANT UTILITY CONSTVIICTION. INC. BY: Si'znature - ---- Richard Wolfe. President Name and Title Address: 5109 Sun Vallev Drive Fort Worth. "Texas 76119 SURETY: WESTFIELD INSURANCE COMPANY BY:— `ignature Kvle W. Sweenev. Attorney -in -Fact Name and Title Address: 955 Garden Park Drive. Suite 230 Allen.'Texas 75013, - Telephone Number: 972-516-2600 *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. II• Surety's physical address is different firom its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. C ITY (tF FORT \COW11I Cohn Phax i STANDARD CITY Y CONDITIONS - DIHN LOP R AWARDED PROJI CTS ('u\ I'ruleri No It) t093 Rey ued human 31. 2- 112 THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME POWER # AND ISSUED PRIOR TO 00/28123, FOR ANY PERSON OR PERSONS NAMED BELOW. POWER NO. 4220052 06 General Power Westfield Insurance Co. of Attorney Westfield National Insurance Co. CERTIFIED COPY Ohio Farmers Insurance Co. Westfield Center. Ohio Know All Mon by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY. corporations, hereinafter referred to individually as a "Company' and collectively as -Companies.` duly organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County. Ohio, do by these presents make, constitute and appoint CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, DAVID W. SWEENEY, JOINTLY OR SEVERALLY of FORT WORTH and State of TX its true and lawful Attorney(s)-in-Fact, with full power 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 in any Penal limit. - - - - - - - - - - - - - - - - - - - • - - - - - • - - - - • - - - - - - - - - - - - - - - - - - • - - -- LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OR BANK DEPOSITORY BONDS. and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorneys) -in -Fact may do in the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: Be It Resolved, that the President. any Senior Executive, any Secretary or any Fidelity R Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys) -in -Fact to represent and act (or and on behalf of the Company subject to the following provisions: The Attorney -in -Fact. may be giver, hill power and authority (or and in the name of and on behalf of the Company, to execute, acknowledge arid deliver, any and all bonds, recognizances, contracts, agreements of 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 as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary." "Be rt Further Resolved, that the signature of any such designated person and the 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 signatures or facsimile seat shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.- (Each adopted at a meeting held on February 8, 2000). In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their National Surety Leader and Senior Executive and their corporate seals to be I7ereto affixed this 28th day of SEPTEMBER A.D.. 2023 . •,W„„1"Iy,,, III.. corporate P"' 1YRA "% . ' t^fIPL.,''I WESTFIELD INSURANCE COMPANY seats �a.• �C c•`� c �.j�" WESTFIELD NATIONAL INSURANCE COMPANY ' t^c �'= Affixed` OHIO FARMERS INSURANCE COMPANY err '� O � �•. �'•� • SEALrfe ., .ac+ r ��� . �`' c ��., 1t34a9 ,.l � • r s tt, � 1. � `t { , •;''"ILUII„„•p•N^� q1 k • ,'''''''ININ m„'••'' 4,- ;. f . .. State of Ohio Ely: County of Medina ss.: Gary W. %tumper, National Surety Leader and Senior Executive On this 28th clay of SEPTEMBER A.D.. 2023 . before me personally came Gary W. Stumper to me known, who, being by me duly sworn. did depose and say, that he resides in Medina, OH, that he Is National Surety Leader and Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above instrument: that he knows the seals of said Companies: that the seals affixed to said instrument are such corporate seals: that they were so affixed by order of the Boards of Directors of said Companies: and that he signed his name thereto by like order. Notarial „„•••••.", ' Seal "gal A L '•, Affixed IZ�/SF State of Ohio ° Ip t o David A. Kotnik, Attorney at Law, Notary Public County of Medina ss.: '•: q 1d t ; My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) T� OF O I, Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY. WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, cfo hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney. executed by said Companies, which is still in full force and effect: ar:d furthermore. the resolutions of the Boards of Directors. set out in the Power of Attorney are in full force and effect. e In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center. Ohio. this %ri day of �oKN6rfr` A.D., Zri?j o % RAyC,., 't nNl,t 1WSfl '. ZoIiRTERf�ia M 9EAL A} i SFIX 1. ✓>M o.Q Secretary + —..• a Frank A. Carrino. Secretary BPOAC2 (combined) (03.22) IMPORTANT NOTICE To obtain information or make a complaint You may call Westfield Insurance Company's and/or Ohio Farmers Insurance Company's toll -free telephone number for information or to make a complaint at: 1-800-368-3597 You may also write to Westfield Insurance Company and/or Ohio Farmers Insurance Company at: 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: htto://www.tdi.state.tx.us E-mail: ConsumerProtection(a�,tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or Westfield Insurance Company and/or Ohio Farmers Insurance Comapny 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. AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de Westfield Insurance Company's / Ohio Farmers Insurance Company's para informacion o para someter una queja al: 1-800-368-3597 Usted tambien puede escribir a Westfield Insurance Company / Ohio Farmers Insurance Company: 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: htti)://www.tdi.state.tx.us E-mail: ConsumerProtection(cbtdi.state. tx.us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a Lin reclamo, debe comunicarse con el agente o Westfield Insurance Company / Ohio Farriers Insurance Company primero. Si no se resuelve la disputa, puede entonces comunicarse con el departarnento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del docurnento adjunto. STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH COHIX PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 — Definitions and Terminology........................................................................................................... 1 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology.................................................................................................................................. 5 Article2 — Preliminary Matters......................................................................................................................... 6 2.01 Before Starting Construction......................................................................................................... 6 2.02 Preconstruction Conference.......................................................................................................... 6 2.03 Public Meeting.............................................................................................................................. 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards...................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents................................................................... 6 Article4 — 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 COHIX PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised: January 10, 2013 5.18 Indemnification...........................................................................................................................24 5.19 Delegation of Professional Design Services...............................................................................24 5.20 Right to Audit: ............................................................................................................................. 25 5.21 Nondiscrimination.......................................................................................................................25 Article6 — Other Work at the Site...................................................................................................................26 6.01 Related Work at Site...................................................................................................................26 Article 7 — City's Responsibilities.................................................................................................................. 26 7.01 Inspections, Tests, and Approvals................................................................................................... 26 7.02 Limitations on City's Responsibilities........................................................................................26 7.03 Compliance with Safety Program............................................................................................... 27 Article 8 — City's Observation Status During Construction............................................................................27 8.01 City's Project Representative......................................................................................................27 8.02 Authorized Variations in Work...................................................................................................27 8.03 Rejecting Defective Work...................................................................................................... 27 8.04 Determinations for Work Performed..........................................................................................28 Article 9 — Changes in the Work ...................... 9.01 Authorized Changes in the Work. 9.02 Notification to Surety ................... Article 10 — Change of Contract Price; Change of Contract Time 10.01 Change of Contract Price .......................................... 10.02 Change of Contract Time .......................................... 10.03 Delays........................................................................ Article 11 — Tests and Inspections; Correction, Removal or Acceptance of Defective Work.......... 11.01 Notice of Defects........................................................................................................... 11.02 Access to Work.............................................................................................................. 11.03 Tests and Inspections..................................................................................................... 11.04 Uncovering Work...................................................................................................... 11.05 City May Stop the Work................................................................................................ 11.06 Correction or Removal of Defective Work................................................................ 11.07 Correction Period........................................................................................................... 11.08 City May Correct Defective Work................................................................................ Article 12 — Completion .............................. 1201 Contractor's Warranty of Title 1202 Partial Utilization .................... 1203 Final Inspection ....................... 1204 Final Acceptance ..................... Article 13 — Suspension of Work........ 13.01 City May Suspend Work Article 14 — Miscellaneous ........................................ 14.01 Giving Notice ........................................ CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 29 29 29 29 30 30 30 30 31 32 32 32 32 33 33 33 34 34 COHIX PH 2 CPN: 104093 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 COHIX PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 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. Ciiy The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) --A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recordedplat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH COHIX PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 M. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH COHIX PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised: January 10, 2013 0073 10-3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of theAgreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of theAgreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of theProject. 28. Regular Working Hours — Hours beginning at 7:00 a. in. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will bejudged. CITY OF FORT WORTH COHIX PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 a part of the Work at theSite. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor orSubcontractor. 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 COHIX PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised: January 10, 2013 0073 10-5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the ContractDocuments. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH COHIX PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised: January 10, 2013 0073 10-6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non -Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the followingways: 1. A Field Order; CITY OF FORT WORTH COHIX PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised: January 10, 2013 0073 10-7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and4.02.C. 4.03 Certificates 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 COHIX PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 COHIX PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH COHIX PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised: January 10, 2013 0073 10-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits o£ a. $1,000,000 eachoccurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH COHIX PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised: January 10, 2013 0073 10-11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 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: Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: b. Each Occurrence: : Enter limits provided by Railroad Company (If none, write 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 COHIX PH 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised: January 10, 2013 0073 10-12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repairwork performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 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 for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made byparticipating change orders. 5.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal " Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named 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 0073 10-15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use 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 5.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of35 ❑ Required for this Contract. (Check this box if there is any City Participation) ® Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ® Required for this Contract. ® 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 Ith day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a parry in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shallbe open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement 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 OtherAreas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2 At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve theDamage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean- up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endangerit. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by 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 Paragraph5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 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 causedby: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or finalpayment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.13. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THI INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE FVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes ofactions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing Cityfunds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipatedproject. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed anegative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of35 Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2 consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the otherparty. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 01 11 0001 78 39 - 1 DAP SUMMARY OF WORKPROJECT RECORD DOCUMENTS Pagel of 3 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 GENERAL 4 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104093 Revised December 20, 2012 01 11 0001 78 39 - 2 DAP SUMMARY OF WORKPROJECT RECORD DOCUMENTS 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 All Work shall be in accordance with railroad requirements set forth in Division 7 0 as well as the railroad permit. 8 B. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, 18 plants, lawns, fences, culverts, curbing, and all other types of structures or 19 improvements, to all water, sewer, and gas lines, to all conduits, overhead pole 20 lines, or appurtenances thereof, including the construction of temporary fences 21 and to all other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or 23 private 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 25 the Work. 26 b. Notices shall be applicable to both public and private utility companies and 27 any corporation, company, individual, or other, either as owners or 28 occupants, 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 30 resulting from any act, omission, neglect, or misconduct in the manner or 31 method or execution of the Work, or at any time due to defective work, 32 material, or equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the 35 Project to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the 37 Work is not in progress and when the site is vacated overnight, and/or at all 38 times to 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104093 Revised December 20, 2012 01 11 0001 78 39 - 3 DAP SUMMARY OF WORKPROJECT RECORD DOCUMENTS Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 1 1 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104093 Revised December 20, 2012 01 31 01 78 3919 - 1 DAP PRECONSTRUCTION MEETING PROJECT RECORD DOCUMENTS Pagel of 3 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART 1 - 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 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 01 31 01 78 3919 - 2 DAP PRECONSTRUCTION MEETING PROJECT RECORD DOCUMENTS 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 01 31 01 78 3919 - 3 DAP PRECONSTRUCTION MEETING PROJECT RECORD DOCUMENTS Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0133 000178 39 - 1 DAP SUBMITTALSPROJECT RECORD DOCUMENTS Pagel of 8 1 SECTION 0133 00 2 DAP SUBMITTALS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following Work- 7 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. W rk associated with this Item is considered subsidiary to the various items bid. No 20 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 submittals 25 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 performing 28 the related Work or other applicable activities, or within the time specified in the 29 individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by processing 31 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 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 0133 000178 39 - 2 DAP SUBMITTALSPROJECT RECORD DOCUMENTS 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. A. 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 B. 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." C. Submittal Format 1. Fold shop drawings larger than 8 '/z inches x 11 inches to 8 '/z inches x 1 Iinches. 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 D. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0133 000178 39 - 3 DAP SUBMITTALSPROJECT RECORD DOCUMENTS 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 E. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. W ere correct fabrication of the Work depends upon field measurements 31 Provide such measurements and note on the drawings prior to submitting for 32 approval. 33 F. 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 instructions 41 2) Availability of colors and patterns 42 3) Manufacturer's printed statements of compliances and applicability 43 4) Roughing -in diagrams and templates 44 5) Catalog cuts CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0133 000178 39 - 4 DAP SUBMITTALSPROJECT RECORD DOCUMENTS Page 4 of 8 1 6) Product photographs 2 7) Standard wiring diagrams 3 8) Printed performance curves and operational -range diagrams 4 9) Production or quality control inspection and test reports and certifications 5 10) Mill reports 6 11) Product operating and maintenance instructions and recommended spare -parts 7 listing and printed product warranties 8 12) As applicable to the Work 9 H. Samples 10 1. As specified in individual Sections, include, but are not necessarily limited to: 11 a. Physical examples of the Work such as: 12 1) Sections of manufactured or fabricated Work 13 2) Small cuts or containers of materials 14 3) Complete units of repetitively used products color/texture/pattern swatches and 15 range sets 16 4) Specimens for coordination of visual effect 17 5) Graphic symbols and units of Work to be used by the City for independent 18 inspection and testing, as applicable to the Work 19 I. Do not start Work requiring a shop drawing, sample or product data nor any material to be 20 fabricated or installed prior to the approval or qualified approval of such item. 21 1. Fabrication performed, materials purchased or on -site construction accomplished which 22 does not conform to approved shop drawings and data is at the Contractor's 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 with 26 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 uploaded 30 to City's Buzzsaw site, or another external FTP site approved by the City. 31 b. Shop Drawings 32 1) Upload submittal to designated project directory and notify appropriate City 33 representatives via email of submittal posting. 34 2) Hard Copies 35 a) 3 copies for all submittals 36 b) If Contractor requires more than 1 hard copy of Shop Drawings returned, 37 Contractor shall submit more than the number of copies listed above. 38 c. Product Data 39 1) Upload submittal to designated project directory and notify appropriate City 40 representatives via email of submittal posting. 41 2) Hard Copies 42 a) 3 copies for all submittals 43 d. Samples 44 1) Distributed to the Project Representative 45 2. Hard Copy Distribution (if required in lieu of electronic distribution) 46 47 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0133 000178 39 - 5 DAP SUBMITTALSPROJECT RECORD DOCUMENTS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a. 8 copies for mechanical submittals 5 b. 7 copies for all other submittals 6 c. If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved product 17 data and samples, where required, to the job site file and elsewhere as directed by 18 the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance with 23 the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City does 30 not relieve the Contractor from his/her responsibility with regard to the fulfillment of 31 the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the Work 35 with all other associated work and trades, for selecting fabrication processes, for 36 techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of the 39 City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an exception. 41 5. Submittals will be returned to the Contractor under 1 of the following codes: 42 a. Code 1 43 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or 44 comments on the submittal. 45 a. When returned under this code the Contractor may release the equipment 46 and/or material for manufacture. 47 b. Code 2 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0133 000178 39 - 6 DAP SUBMITTALSPROJECT RECORD DOCUMENTS 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 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0133 000178 39 - 7 DAP SUBMITTALSPROJECT RECORD DOCUMENTS Page 7 of 8 1 9. W en 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 used 9 on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 If specifically required in other Sections of these Specifications, submit a P.E. Certification 12 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. W en the Contractor believes there is a conflict between Contract Documents 17 c. W en the Contractor believeslfhere 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0133 000178 39 - 8 DAP SUBMITTALSPROJECT RECORD DOCUMENTS 2 3 E Page 8 of 8 5 PART 2 — PRODUCTS [NOT USED] 6 PART 3 - EXECUTION [NOT USED] 7 END OF SECTION I 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0135 130178 39 - 1 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 1 of 7 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. W rk near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. W ter Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference standard 28 published at the time of the latest revision date logged at the end of this Specification, 29 unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High 31 Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. W en work in the right-of-way which is under the jurisdiction of the Texas Department 37 of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit 40 b. All work performed in the TxDOT right-of-way shall be performed in compliance 41 with and subject to approval from the Texas Department of Transportation CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August, 30, 2013 0135 130178 39 - 2 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 2 of 7 1 B. Work near High Voltage Lines 2 1. Regulatory Requirements 3 a. All Work near High Voltage Lines (more than 600 volts measured between 4 conductors or between a conductor and the ground) shall be in accordance with 5 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 6 2. Warning sign 7 a. Provide sign of sufficient size meeting all OSHA requirements. 8 3. Equipment operating within 10 feet of high voltage lines will require the following 9 safety features 10 a. Insulating cage -type of guard about the boom or arm 11 b. Insulator links on the lift hook connections for back hoes or dippers 12 c. Equipment must meet the safety requirements as set forth by OSHA and the safety 13 requirements of the owner of the high voltage lines 14 4. Work within 6 feet of high voltage electric lines 15 a. Notification shall be given to: 16 1) The power company (example: ONCOR) 17 a) Maintain an accurate log of all such calls to power company and record 18 action taken in each case. 19 b. Coordination with power company 20 1) After notification coordinate with the power company to: 21 a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower 22 the lines 23 c. No personnel may work within 6 feet of a high voltage line before the above 24 requirements have been met. 25 C. Confined Space Entry Program 26 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA 27 requirements. 28 2. Confined Spaces include: 29 a. Manholes 30 b. All other confined spaces in accordance with OSHA's Permit Required for 31 Confined Spaces 32 D. Use of Explosives, Drop Weight, Etc. 33 1. When Contract Documents permit on the project the following will apply: 34 a. Public Notification 35 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior 36 to commencing. 37 2) Minimum 24 hour public notification in accordance with Section 0131 13 38 E. Water Department Coordination 39 40 1. During the construction of this project, it will be necessary to deactivate, for a 41 period of time, existing lines. The Contractor shall be required to coordinate with 42 the Water Department to determine the best times for deactivating and activating 43 those lines. 44 2. Coordinate any event that will require connecting to or the operation of an existing 45 City water line system with the City's representative. 46 a. Coordination shall be in accordance with Section 33 12 25. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 01 35 130178 39 - 3 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 3 of 7 b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. C. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. B. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. C. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August, 30, 2013 0135 130178 39 - 4 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS 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 Page 4 of 7 c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. J. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. K. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August, 30, 2013 0135 130178 39 - 5 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE 1.3.13— Added requirement of compliance with Health and Safety Code, Title 9. 8/31 /2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 0135 1301 78 39 - 6 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: NOTICE OF CONSTRUCTION THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August, 30, 2013 I PA 3 M 0135 1301 78 39 - 7 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 7 of 7 EXHIBIT B FORT WORTH ck": DOE IiO. XXXX Project Nana: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August, 30, 2013 04 45 230178 39 - 1 DAP TESTING AND INSPECTION SERVICES PROJECT RECORD DOCUMENTS Page 1 of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another form of distribution approved 38 by the City. 39 40 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 04 45 230178 39 - 2 DAP TESTING AND INSPECTION SERVICES PROJECT RECORD DOCUMENTS 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 11 load of 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 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 [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 DATE NAME 30 Revision Log SUMMARY OF CHANGE CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0150 000178 39 - 1 DAP TEMPORARY FACILITIES AND CONTROLSPROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily 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 41 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised JULY 1, 2011 01 50 000178 39 - 2 DAP TEMPORARY FACILITIES AND CONTROLSPROJECT RECORD DOCUMENTS 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 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised JULY 1, 2011 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 01 50 000178 39 - 3 DAP TEMPORARY FACILITIES AND CONTROLSPROJECT RECORD DOCUMENTS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised JULY 1, 2011 0150 000178 39 - 4 DAP TEMPORARY FACILITIES AND CONTROLSPROJECT RECORD DOCUMENTS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, 2 to a condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised JULY 1, 2011 0155 260178 39 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROLPROJECT RECORD DOCUMENTS Pagel of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - 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. 39 40 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN:104093 Revised July 1, 2011 0155 260178 39 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROLPROJECT RECORD DOCUMENTS Page 2 of 3 1 2 1) Allow a minimum of 5 working days for permit review. 3 2) Contractor's responsibility to coordinate review of Traffic Control plans for 4 Street Use Permit, such that construction is not delayed. 5 C. Modification to Approved Traffic Control 6 1. Prior to installation traffic control: 7 a. Submit revised traffic control plans to City Department Transportation and 8 Public Works Department. 9 1) Revise Traffic Control plans in accordance with Section 34 71 13. 10 2) Allow minimum 5 working days for review of revised Traffic Control. 11 3) It is the Contractor's responsibility to coordinate review of Traffic Control 12 plans for Street Use Permit, such that construction is not delayed. 13 D. Removal of Street Sign 14 1. If it is determined that a street sign must be removed for construction, then contact 15 City Transportation and Public Works Department, Signs and Markings Division to 16 remove the sign. 17 E. Temporary Signage 18 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 19 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 20 Devices (MUTCD). 21 2. Install temporary sign before the removal of permanent sign. 22 3. When construction is complete, to the extent that the permanent sign can be 23 reinstalled, contact the City Transportation and Public Works Department, Signs 24 and Markings Division, to reinstall the permanent sign. 25 F. Traffic Control Standards 26 1. Traffic Control Standards can be found on the City's Buzzsaw website. 27 1.5 SUBMITTALS [NOT USED] 28 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE [NOT USED] 32 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 33 1.11 FIELD [SITE] CONDITIONS [NOT USED] 34 1.12 WARRANTY [NOT USED] 35 PART 2 - PRODUCTS [NOT USED] 36 PART 3 - EXECUTION [NOT USED] 37 END OF SECTION 0-2 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN:104093 Revised July 1, 2011 0155 260178 39 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROLPROJECT RECORD DOCUMENTS Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN:104093 Revised July 1, 2011 0157 130178 39 - 1 DAP STORM WATER POLLUTION PREVENTION PROJECT RECORD DOCUMENTS Pagel of 3 1 SECTION 01 57 13 2 STORM WATER POLLUTION PREVENTION 3 PART 1 - 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 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 B. 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. 38 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised July 1, 2011 0157 130178 39 - 2 DAP STORM WATER POLLUTION PREVENTION PROJECT RECORD DOCUMENTS Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 3125 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 3125 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) 'TCEQ Notice of Change required if making changes or updates to NOl 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 3125 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 0133 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review 48 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised July 1, 2011 0157 130178 39 - 3 DAP STORM WATER POLLUTION PREVENTION PROJECT RECORD DOCUMENTS 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - -PRODUCTS [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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised July 1, 2011 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 0160 000178 39 - 1 DAP PRODUCT REQUIREMENTS PROJECT RECORD DOCUMENTS Pagel of 2 SECTION 0160 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: https://apes.fortworthtexas.gov/ProiectResources/ and following the directory path: 02 — Construction Documents\Standard Product List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised March 20, 2020 0160 000178 39 - 2 DAP PRODUCT REQUIREMENTS PROJECT RECORD DOCUMENTS Page 2 of 2 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2 - PRODUCTS [NOT USED] 6 PART 3 - EXECUTION [NOT USED] 7 END OF SECTION 0 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 03/20/20 D.V. Magaiia Removed reference to Buzzsaw and noted that the City approved product list is accessible through the City's website. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised March 20, 2020 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 01 66 00 - 3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 SECTION 0174 23 CLEANING PART 1 - GENERAL 017423-1 DAP CLEANING Pagel of 4 1.1 SUMMARY A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2-PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 01 74 23 - 3 DAP CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 0) 3 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 017719-1 DAP CLOSEOUT REQUIREMENTS Pagel of 3 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 1. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PAT 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] N. 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 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 D. Notice of Project Completion CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 29 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] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Pagel of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's 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 0133 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 'h inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten 38 39 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 £ 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA 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 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 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA 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 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 37 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 PART 1 - 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 1.1 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. 37 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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". 36 37 38 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS 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 Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 IV) 13 14 15 16 17 18 19 20 21 22 23 24 25 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] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP Application CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 SECTION 02930 - SEEDING PART 1 - GENERAL 1.01 DESCRIPTION A. Work Included: Seeding of grass seed or wildflower seed, as specified on the plans. B. Related Work Specified Elsewhere: Section 02300, Earthwork. 1.02 REFERENCE STANDARDS A. Standardized Plant Names 1. For exotic plant materials: American Joint Committee of Horticultural Nomenclature, Second Edition, 1942. 2. For native materials a. Manual of the Vascular Plants of Texas by Correll and Johnston b. Check List of Vascular Plants of Texas by Hatch c. Flora of North Central Texas by Shinners and Moller B. Texas Highway Department: Standard Specifications for Construction, Item 164, "Seeding for Erosion Control" and Item 180, "Wildflower Seeding". 1.03 SUBMITTALS A. Seed 1. Vendors' certification that seeds meet Texas State seed law including: a. Testing and labeling for pure live seed (PLS) b. Name and type of seed 2. If using native grass or wildflower seed, seed must have been harvested within one hundred (100) miles of the construction site. 3. All seed shall be tested in a laboratory with certified results presented to the City, in writing, prior to planting. 4. All seed to be of the previous season's crop and the date on the container shall be within twelve months of the seeding date. 5. Each species of seed shall be supplied in a separate, labeled container for acceptance by the City. B. Fertilizer 1. Unopened bags labeled with the analysis 2. Conform to Texas fertilizer law 1.04 JOB CONDITIONS A. Planting Season: The season varies according to species (see Part 2 - Products). Do not seed when soil is excessively wet or dry or when wind exceeds ten (10) miles per hour. B. Schedule After All Other Construction and planting is complete. SECTION 02930 - SEEDING -1- C. Protect and Maintain Seeded Areas 1. From erosion 2. From traffic and all other use 3. Until seeding is complete and accepted 1.05 QUALITY CONTROL The contractor who plants the seeds, whether the general contractor or a subcontractor, is responsible for daily supervision of his crew, and for the planting and maintaining of seedlings until acceptable, viable growth is achieved and the project accepted by the City. PART 2 — PRODUCTS 2.01 MATERIALS A. Seed All seed shall be planted at rates based on pure live seed (PLS = purity x germination) per acre. Substitution of individual seed types due to lack of availability shall be made only by the City at the time of planting. The Contractor shall notify the City, prior to bidding, of difficulties locating certain species. Only those areas indicated on the plans and areas disturbed by construction shall be seeded. Prior to seeding, each area shall be marked in the field and approved by the City. Any adjustment of area location by the City shall be considered incidental and shall not entitle the Contractor to additional compensation. Weed seed shall not exceed ten percent (10%) by weight of the total of pure live seed (PLS) and other material in the mixture. Johnsongrass and nutgrass seed shall not be allowed. The seed shall be clean, dry and harvested within one year of planting. Non-native grass seed shall consist of - If planted between April 15 and September 10: Lbs./Acre Common Name Scientific Name Puri 25 Bermuda (unhulled) Cynodon dactylon 85% 75 Bermuda (hulled) Cynodon dactylon 95% Substitute the following if planted between September 10 and April 15: 220 Rye Grass Lolium multiflorum 82% 40 Bermuda (unhulled) Cynodon dactylon 84% Germination 90% 90% 80% 85% 2 Native grass seed — (to be used in open areas as specified) The seed shall be planted between February 1 and October 1 and shall consist of Lbs. PLS/Acre Common Name Botanical Name SECTION 02930 - SEEDING -2- 1.6 5.5 3.7 17.0 1.8 0.5 6.0 8.0 1.2 1.8 10.0 Green Sprangletop Sideoats Grama* Little Bluestem* Buffalograss Indian Grass* Sand Lovegrass* Big Bluestem Eastern Grama Blue Grama Switchgrass Prairie Wildrye* Leptochloa dubia Bouteloua curtipendula Schizachyrium scoparium Buchloe dactyloides Sorghastrum nutans Eragrostis trichodes Andropogon gerardii Tripscacum dactyloides Bouteloua gracilis Panicum virgatum Elymus canadensis *These grasses are not to be planted within ten feet of a road or parking lot or within three (3) feet of a walkway. 3 Wildflower seed — (to be used in open fields as specified) All wildflower seeds are to be hand broadcast, (see 3.02,A). The seed shall be planted between March 5 and May 31 or between September 1 and December 1 and shall consist of: Lbs. PLS/Acre 3.0 5.0 2.0 3.0 13.4 13.6 2.0 8.0 8.0 2.0 18.0 2.0 3.0 2.0 8.0 Common Name Bush Sunflower Butterfly Weed Clasping Coneflower* Golden - Wave Illinois Bundleflower Partridge Pea Prairie Verbena Texas Yellow Star Winecup Black-eyed Susan Cutleaf Daisy Obedient Plant Pitcher Sage Plains Coreopsis Scarlet Sage Botanical Name Sinsia calva Asclepias tuberosa Rudbeckia amplexicaulis Coreopsis basalis Desmanthus illinoensis Cassia fasciculata Verbena bipinnatifida Lindheimeri texana Callirhoe involcrata Rudbeckia hirta Engelmannia pinnatifrda Physostegia intermedia Salvia azurea Coreopsis tinctoria Salvia coccinea *These wildflowers are not to be planted within ten feet of a road or parking lot or within three feet of a walkway. 4. TemDorary erosion control seed When specified on the plans, temporary control measures shall be performed. These measures shall consist of the sowing of cool season plant seeds and the work and materials as required in this section. B. Mulch 1. Mulch should be designed for use with conventional mechanical or hydraulic planting of seed, either alone or with fertilizer. SECTION 02930 - SEEDING -3- 2. Mulch should be wood cellulose fiber produced from virgin wood or recycled paper -by-products (waste products from paper mills or recycled newspaper). 3. Mulch should contain no growth or germination inhibiting factors. 4. Mulch should contain no more than ten percent (10%) moisture, air dry weight basis. 5. Additives shall include a binder in powder form. 6. Material shall form a strong moisture retaining mat. C. Fertilizer 1. All fertilizer shall be delivered in bags or containers clearly labeled showing the analysis. 2. All fertilizer shall be in acceptable condition for distribution and shall be applied uniformly over the planted area. 3. Analysis of 16-20-0, 16-8-8, or as designated on the plans. Fertilizer rate: a. No fertilizer is required for wildflower seeding. b. Where applying fertilizer on newly established seeding areas - 100 pounds of Nitrogen per acre. C. Where applying fertilizer on established seeding areas - 150 pounds of Nitrogen per acre. D. Erosion Control Measures 1. For seeding application in areas up to 3:1 slope, use cellulose, fiber or recycled paper mulch, (see 2.01, B. Mulch and 3.03). 2. For seeding application in areas 3:1 slope or greater, use the following soil retention blanket (Follow the manufacturer's directions): "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, Arlington, Texas 76001, 1-800-777-SOIL. 2.02 MIXING Seed, mulch, fertilizer and water may be mixed provided that: I . Mixture is uniformly suspended to form a homogenous slurry. 2. Mixture forms a blotter -like ground cover impregnated uniformly with grass seed. 3. Mixture is applied within thirty (30) minutes after placed in the equipment. SECTION 02930 - SEEDING -4- PART 3 — EXECUTION 3.01 SEEDED PREPARATION A. Clear Surface of All Materials, Such As: 1. Stumps, stones, and other objects larger than one inch. 2. Roots, brush, wire, stakes, etc. 3. Any objects that may interfere with seeding or maintenance. B. Tilling 1. In all compacted areas till one inch (1 ") deep. 2. If area is sloped greater than 3:1, run a tractor parallel to slope to provide less seed/water run-off. 3. In areas near trees: Do not till deeper than one half (1/2") inch inside "drip line" of trees. C. Water: Shall be furnished by the Contractor as an ancillary cost to the Contract by the Contractor by means of temporary metering / irrigation, water truck or by any other method necessary to achieve viable, acceptable stand of turf as noted in 3.04.B. of this specification. The water source shall be clean and free of industrial wastes or other substances harmful to the germination of the seed or to the growth of the vegetation. The amount of water will vary according to the weather variables. Generally, an amount of water that is equal to the average amount of rainfall plus one half inch (1/2") per week should be applied until such time 100% full growth coverage is achieved and one mowing cycle is performed by the Contractor and accepted by the Owner. Watering: Soil should be watered to a minimum depth of four inches within forty eight (48) hours of seeding. 3.02 SEEDING A. If Sowing Seed By Hand 1. Broadcast seed in two directions at right angles to each other. 2. Harrow or rake lightly to cover seed. 3. Never cover seed with more soil than twice its diameter. 4. For wildflower plantings, scalp existing grasses to one (1") inch, remove grass clippings, so seed can make contact with the soil. B. Mechanically Seeding (Drilling): If mechanically seeding (drilling) the seed or seed mixture, the quantity specified shall be uniformly distributed over the areas shown on the plans or where directed. All varieties of seed, as well as fertilizer, may be distributed at the same time provided that each component is uniformly applied at the specified rate. Seed shall be drilled at a depth of from one quarter inch to three eighth inch (1/4"-3/8") utilizing a pasture or rangeland type drill. All drilling is to be on the contour. After planting, the area shall be rolled with a roller integral to the seed drill, or a corrugated roller of the "Cultipacker" type. All rolling of slope areas shall be on the contour. 3.03 MULCHING SECTION 02930 - SEEDING -5- A. Apply uniformly after completion of seeding in areas up to 3:1 slope. Mulch may be applied concurrently with fertilizer and seed, if desired. B. Apply at the following rates unless otherwise shown on plans: 1. Sandy soils, flat surfaces - minimum 1,500 lbs./acre. 2. Sandy soils, sloping surfaces - minimum 1,800 lbs./acre. 3. Clay soils, flat surfaces - minimum 2,500 lbs./acre. 4. Clay soils, sloping surfaces - minimum 3,000 lbs./acre. 5. "Flat" and "sloping" surfaces will be shown on the plans if not visually obvious. C. Apply within thirty (30) minutes after placement in equipment. Keep mulch moist, by daily water application, if necessary: 1. For approximately twenty-one (21) days, or 2. Until seeds have germinated and have rooted in soil, (see 3.04.B.2.) and project has been accepted by the City. 3.04 ESTABLISHMENT, MAINTENANCE AND ACCEPTANCE A. Includes initial seed and / or sod application and establishment, protection, replanting as necessary, maintaining grades and immediate repair of erosion damage until the project receives final acceptance. Refer to Part 2 — 2.01 — D. for watering requirements to be executed by the contractor. B. Initial full coverage turf establishment shall be considered as 100% grow in to a height of three (3") inches with a minimum of one mow cycle performed by the Contractor on all newly established areas prior to consideration of acceptance by the Owner.. C. Replanting 1. Replant areas where a stand of grass or wildflowers are not present in a reasonable length of time, as determined by the City. 2. A "stand" shall be defined as: a. Bermuda/Rye grasses: See 3.04 B b. Native grass and wildflowers: eighty percent (80%) coverage of growing plants within seeded area within twenty-one days of seeding date on a smooth bed free of foreign material and rocks or clods larger than one - inch diameter. END OF SECTION SECTION 02930 - SEEDING -6- 01 11 0001 78 39 - 1 DAP SUMMARY OF WORKPROJECT RECORD DOCUMENTS Pagel of 3 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 GENERAL 4 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104093 Revised December 20, 2012 01 11 0001 78 39 - 2 DAP SUMMARY OF WORKPROJECT RECORD DOCUMENTS 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 All Work shall be in accordance with railroad requirements set forth in Division 7 0 as well as the railroad permit. 8 B. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, 18 plants, lawns, fences, culverts, curbing, and all other types of structures or 19 improvements, to all water, sewer, and gas lines, to all conduits, overhead pole 20 lines, or appurtenances thereof, including the construction of temporary fences 21 and to all other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or 23 private 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 25 the Work. 26 b. Notices shall be applicable to both public and private utility companies and 27 any corporation, company, individual, or other, either as owners or 28 occupants, 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 30 resulting from any act, omission, neglect, or misconduct in the manner or 31 method or execution of the Work, or at any time due to defective work, 32 material, or equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the 35 Project to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the 37 Work is not in progress and when the site is vacated overnight, and/or at all 38 times to 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104093 Revised December 20, 2012 01 11 0001 78 39 - 3 DAP SUMMARY OF WORKPROJECT RECORD DOCUMENTS Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 1 1 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104093 Revised December 20, 2012 01 31 01 78 3919 - 1 DAP PRECONSTRUCTION MEETING PROJECT RECORD DOCUMENTS Pagel of 3 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART 1 - 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 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 01 31 01 78 3919 - 2 DAP PRECONSTRUCTION MEETING PROJECT RECORD DOCUMENTS 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 01 31 01 78 3919 - 3 DAP PRECONSTRUCTION MEETING PROJECT RECORD DOCUMENTS Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0133 000178 39 - 1 DAP SUBMITTALSPROJECT RECORD DOCUMENTS Pagel of 8 1 SECTION 0133 00 2 DAP SUBMITTALS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following Work- 7 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. W rk associated with this Item is considered subsidiary to the various items bid. No 20 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 submittals 25 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 performing 28 the related Work or other applicable activities, or within the time specified in the 29 individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by processing 31 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 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 0133 000178 39 - 2 DAP SUBMITTALSPROJECT RECORD DOCUMENTS 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. A. 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 B. 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." C. Submittal Format 1. Fold shop drawings larger than 8 '/z inches x 11 inches to 8 '/z inches x 1 Iinches. 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 D. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0133 000178 39 - 3 DAP SUBMITTALSPROJECT RECORD DOCUMENTS 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 E. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. W ere correct fabrication of the Work depends upon field measurements 31 Provide such measurements and note on the drawings prior to submitting for 32 approval. 33 F. 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 instructions 41 2) Availability of colors and patterns 42 3) Manufacturer's printed statements of compliances and applicability 43 4) Roughing -in diagrams and templates 44 5) Catalog cuts CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0133 000178 39 - 4 DAP SUBMITTALSPROJECT RECORD DOCUMENTS Page 4 of 8 1 6) Product photographs 2 7) Standard wiring diagrams 3 8) Printed performance curves and operational -range diagrams 4 9) Production or quality control inspection and test reports and certifications 5 10) Mill reports 6 11) Product operating and maintenance instructions and recommended spare -parts 7 listing and printed product warranties 8 12) As applicable to the Work 9 H. Samples 10 1. As specified in individual Sections, include, but are not necessarily limited to: 11 a. Physical examples of the Work such as: 12 1) Sections of manufactured or fabricated Work 13 2) Small cuts or containers of materials 14 3) Complete units of repetitively used products color/texture/pattern swatches and 15 range sets 16 4) Specimens for coordination of visual effect 17 5) Graphic symbols and units of Work to be used by the City for independent 18 inspection and testing, as applicable to the Work 19 I. Do not start Work requiring a shop drawing, sample or product data nor any material to be 20 fabricated or installed prior to the approval or qualified approval of such item. 21 1. Fabrication performed, materials purchased or on -site construction accomplished which 22 does not conform to approved shop drawings and data is at the Contractor's 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 with 26 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 uploaded 30 to City's Buzzsaw site, or another external FTP site approved by the City. 31 b. Shop Drawings 32 1) Upload submittal to designated project directory and notify appropriate City 33 representatives via email of submittal posting. 34 2) Hard Copies 35 a) 3 copies for all submittals 36 b) If Contractor requires more than 1 hard copy of Shop Drawings returned, 37 Contractor shall submit more than the number of copies listed above. 38 c. Product Data 39 1) Upload submittal to designated project directory and notify appropriate City 40 representatives via email of submittal posting. 41 2) Hard Copies 42 a) 3 copies for all submittals 43 d. Samples 44 1) Distributed to the Project Representative 45 2. Hard Copy Distribution (if required in lieu of electronic distribution) 46 47 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0133 000178 39 - 5 DAP SUBMITTALSPROJECT RECORD DOCUMENTS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a. 8 copies for mechanical submittals 5 b. 7 copies for all other submittals 6 c. If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved product 17 data and samples, where required, to the job site file and elsewhere as directed by 18 the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance with 23 the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City does 30 not relieve the Contractor from his/her responsibility with regard to the fulfillment of 31 the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the Work 35 with all other associated work and trades, for selecting fabrication processes, for 36 techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of the 39 City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an exception. 41 5. Submittals will be returned to the Contractor under 1 of the following codes: 42 a. Code 1 43 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or 44 comments on the submittal. 45 a. When returned under this code the Contractor may release the equipment 46 and/or material for manufacture. 47 b. Code 2 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0133 000178 39 - 6 DAP SUBMITTALSPROJECT RECORD DOCUMENTS 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 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0133 000178 39 - 7 DAP SUBMITTALSPROJECT RECORD DOCUMENTS Page 7 of 8 1 9. W en 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 used 9 on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 If specifically required in other Sections of these Specifications, submit a P.E. Certification 12 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. W en the Contractor believes there is a conflict between Contract Documents 17 c. W en the Contractor believeslfhere 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0133 000178 39 - 8 DAP SUBMITTALSPROJECT RECORD DOCUMENTS 2 3 E Page 8 of 8 5 PART 2 — PRODUCTS [NOT USED] 6 PART 3 - EXECUTION [NOT USED] 7 END OF SECTION I 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0135 130178 39 - 1 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 1 of 7 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. W rk near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. W ter Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference standard 28 published at the time of the latest revision date logged at the end of this Specification, 29 unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High 31 Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. W en work in the right-of-way which is under the jurisdiction of the Texas Department 37 of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit 40 b. All work performed in the TxDOT right-of-way shall be performed in compliance 41 with and subject to approval from the Texas Department of Transportation CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August, 30, 2013 0135 130178 39 - 2 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 2 of 7 1 B. Work near High Voltage Lines 2 1. Regulatory Requirements 3 a. All Work near High Voltage Lines (more than 600 volts measured between 4 conductors or between a conductor and the ground) shall be in accordance with 5 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 6 2. Warning sign 7 a. Provide sign of sufficient size meeting all OSHA requirements. 8 3. Equipment operating within 10 feet of high voltage lines will require the following 9 safety features 10 a. Insulating cage -type of guard about the boom or arm 11 b. Insulator links on the lift hook connections for back hoes or dippers 12 c. Equipment must meet the safety requirements as set forth by OSHA and the safety 13 requirements of the owner of the high voltage lines 14 4. Work within 6 feet of high voltage electric lines 15 a. Notification shall be given to: 16 1) The power company (example: ONCOR) 17 a) Maintain an accurate log of all such calls to power company and record 18 action taken in each case. 19 b. Coordination with power company 20 1) After notification coordinate with the power company to: 21 a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower 22 the lines 23 c. No personnel may work within 6 feet of a high voltage line before the above 24 requirements have been met. 25 C. Confined Space Entry Program 26 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA 27 requirements. 28 2. Confined Spaces include: 29 a. Manholes 30 b. All other confined spaces in accordance with OSHA's Permit Required for 31 Confined Spaces 32 D. Use of Explosives, Drop Weight, Etc. 33 1. When Contract Documents permit on the project the following will apply: 34 a. Public Notification 35 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior 36 to commencing. 37 2) Minimum 24 hour public notification in accordance with Section 0131 13 38 E. Water Department Coordination 39 40 1. During the construction of this project, it will be necessary to deactivate, for a 41 period of time, existing lines. The Contractor shall be required to coordinate with 42 the Water Department to determine the best times for deactivating and activating 43 those lines. 44 2. Coordinate any event that will require connecting to or the operation of an existing 45 City water line system with the City's representative. 46 a. Coordination shall be in accordance with Section 33 12 25. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 01 35 130178 39 - 3 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 3 of 7 b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. C. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. B. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. C. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August, 30, 2013 0135 130178 39 - 4 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS 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 Page 4 of 7 c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. J. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. K. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August, 30, 2013 0135 130178 39 - 5 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE 1.3.13— Added requirement of compliance with Health and Safety Code, Title 9. 8/31 /2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 0135 1301 78 39 - 6 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: NOTICE OF CONSTRUCTION THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August, 30, 2013 I PA 3 M 0135 1301 78 39 - 7 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 7 of 7 EXHIBIT B FORT WORTH ck": DOE IiO. XXXX Project Nana: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August, 30, 2013 04 45 230178 39 - 1 DAP TESTING AND INSPECTION SERVICES PROJECT RECORD DOCUMENTS Page 1 of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another form of distribution approved 38 by the City. 39 40 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 04 45 230178 39 - 2 DAP TESTING AND INSPECTION SERVICES PROJECT RECORD DOCUMENTS 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 11 load of 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 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 [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 DATE NAME 30 Revision Log SUMMARY OF CHANGE CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised August 30, 2013 0150 000178 39 - 1 DAP TEMPORARY FACILITIES AND CONTROLSPROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily 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 41 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised JULY 1, 2011 01 50 000178 39 - 2 DAP TEMPORARY FACILITIES AND CONTROLSPROJECT RECORD DOCUMENTS 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 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised JULY 1, 2011 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 01 50 000178 39 - 3 DAP TEMPORARY FACILITIES AND CONTROLSPROJECT RECORD DOCUMENTS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised JULY 1, 2011 0150 000178 39 - 4 DAP TEMPORARY FACILITIES AND CONTROLSPROJECT RECORD DOCUMENTS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, 2 to a condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised JULY 1, 2011 0155 260178 39 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROLPROJECT RECORD DOCUMENTS Pagel of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - 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. 39 40 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN:104093 Revised July 1, 2011 0155 260178 39 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROLPROJECT RECORD DOCUMENTS Page 2 of 3 1 2 1) Allow a minimum of 5 working days for permit review. 3 2) Contractor's responsibility to coordinate review of Traffic Control plans for 4 Street Use Permit, such that construction is not delayed. 5 C. Modification to Approved Traffic Control 6 1. Prior to installation traffic control: 7 a. Submit revised traffic control plans to City Department Transportation and 8 Public Works Department. 9 1) Revise Traffic Control plans in accordance with Section 34 71 13. 10 2) Allow minimum 5 working days for review of revised Traffic Control. 11 3) It is the Contractor's responsibility to coordinate review of Traffic Control 12 plans for Street Use Permit, such that construction is not delayed. 13 D. Removal of Street Sign 14 1. If it is determined that a street sign must be removed for construction, then contact 15 City Transportation and Public Works Department, Signs and Markings Division to 16 remove the sign. 17 E. Temporary Signage 18 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 19 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 20 Devices (MUTCD). 21 2. Install temporary sign before the removal of permanent sign. 22 3. When construction is complete, to the extent that the permanent sign can be 23 reinstalled, contact the City Transportation and Public Works Department, Signs 24 and Markings Division, to reinstall the permanent sign. 25 F. Traffic Control Standards 26 1. Traffic Control Standards can be found on the City's Buzzsaw website. 27 1.5 SUBMITTALS [NOT USED] 28 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE [NOT USED] 32 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 33 1.11 FIELD [SITE] CONDITIONS [NOT USED] 34 1.12 WARRANTY [NOT USED] 35 PART 2 - PRODUCTS [NOT USED] 36 PART 3 - EXECUTION [NOT USED] 37 END OF SECTION 0-2 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN:104093 Revised July 1, 2011 0155 260178 39 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROLPROJECT RECORD DOCUMENTS Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN:104093 Revised July 1, 2011 0157 130178 39 - 1 DAP STORM WATER POLLUTION PREVENTION PROJECT RECORD DOCUMENTS Pagel of 3 1 SECTION 01 57 13 2 STORM WATER POLLUTION PREVENTION 3 PART 1 - 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 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 B. 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. 38 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised July 1, 2011 0157 130178 39 - 2 DAP STORM WATER POLLUTION PREVENTION PROJECT RECORD DOCUMENTS Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 3125 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 3125 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) 'TCEQ Notice of Change required if making changes or updates to NOl 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 3125 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 0133 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review 48 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised July 1, 2011 0157 130178 39 - 3 DAP STORM WATER POLLUTION PREVENTION PROJECT RECORD DOCUMENTS 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - -PRODUCTS [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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised July 1, 2011 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 0160 000178 39 - 1 DAP PRODUCT REQUIREMENTS PROJECT RECORD DOCUMENTS Pagel of 2 SECTION 0160 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: https://apes.fortworthtexas.gov/ProiectResources/ and following the directory path: 02 — Construction Documents\Standard Product List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised March 20, 2020 0160 000178 39 - 2 DAP PRODUCT REQUIREMENTS PROJECT RECORD DOCUMENTS Page 2 of 2 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2 - PRODUCTS [NOT USED] 6 PART 3 - EXECUTION [NOT USED] 7 END OF SECTION 0 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 03/20/20 D.V. Magaiia Removed reference to Buzzsaw and noted that the City approved product list is accessible through the City's website. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised March 20, 2020 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 01 66 00 - 3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 SECTION 0174 23 CLEANING PART 1 - GENERAL 017423-1 DAP CLEANING Pagel of 4 1.1 SUMMARY A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2-PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 01 74 23 - 3 DAP CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 0) 3 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 017719-1 DAP CLOSEOUT REQUIREMENTS Pagel of 3 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 1. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PAT 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] N. 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 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 D. Notice of Project Completion CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 29 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] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Pagel of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's 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 0133 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 'h inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten 38 39 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 £ 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA 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 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 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 COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA 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 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 37 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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 PART 1 - 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 1.1 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. 37 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 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". 36 37 38 CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS 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 Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 IV) 13 14 15 16 17 18 19 20 21 22 23 24 25 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] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP Application CITY OF FORT WORTH COHIX PH 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104093 Revised April 7, 2014 SECTION 02930 - SEEDING PART 1 - GENERAL 1.01 DESCRIPTION A. Work Included: Seeding of grass seed or wildflower seed, as specified on the plans. B. Related Work Specified Elsewhere: Section 02300, Earthwork. 1.02 REFERENCE STANDARDS A. Standardized Plant Names 1. For exotic plant materials: American Joint Committee of Horticultural Nomenclature, Second Edition, 1942. 2. For native materials a. Manual of the Vascular Plants of Texas by Correll and Johnston b. Check List of Vascular Plants of Texas by Hatch c. Flora of North Central Texas by Shinners and Moller B. Texas Highway Department: Standard Specifications for Construction, Item 164, "Seeding for Erosion Control" and Item 180, "Wildflower Seeding". 1.03 SUBMITTALS A. Seed 1. Vendors' certification that seeds meet Texas State seed law including: a. Testing and labeling for pure live seed (PLS) b. Name and type of seed 2. If using native grass or wildflower seed, seed must have been harvested within one hundred (100) miles of the construction site. 3. All seed shall be tested in a laboratory with certified results presented to the City, in writing, prior to planting. 4. All seed to be of the previous season's crop and the date on the container shall be within twelve months of the seeding date. 5. Each species of seed shall be supplied in a separate, labeled container for acceptance by the City. B. Fertilizer 1. Unopened bags labeled with the analysis 2. Conform to Texas fertilizer law 1.04 JOB CONDITIONS A. Planting Season: The season varies according to species (see Part 2 - Products). Do not seed when soil is excessively wet or dry or when wind exceeds ten (10) miles per hour. B. Schedule After All Other Construction and planting is complete. SECTION 02930 - SEEDING -1- C. Protect and Maintain Seeded Areas 1. From erosion 2. From traffic and all other use 3. Until seeding is complete and accepted 1.05 QUALITY CONTROL The contractor who plants the seeds, whether the general contractor or a subcontractor, is responsible for daily supervision of his crew, and for the planting and maintaining of seedlings until acceptable, viable growth is achieved and the project accepted by the City. PART 2 — PRODUCTS 2.01 MATERIALS A. Seed All seed shall be planted at rates based on pure live seed (PLS = purity x germination) per acre. Substitution of individual seed types due to lack of availability shall be made only by the City at the time of planting. The Contractor shall notify the City, prior to bidding, of difficulties locating certain species. Only those areas indicated on the plans and areas disturbed by construction shall be seeded. Prior to seeding, each area shall be marked in the field and approved by the City. Any adjustment of area location by the City shall be considered incidental and shall not entitle the Contractor to additional compensation. Weed seed shall not exceed ten percent (10%) by weight of the total of pure live seed (PLS) and other material in the mixture. Johnsongrass and nutgrass seed shall not be allowed. The seed shall be clean, dry and harvested within one year of planting. Non-native grass seed shall consist of - If planted between April 15 and September 10: Lbs./Acre Common Name Scientific Name Puri 25 Bermuda (unhulled) Cynodon dactylon 85% 75 Bermuda (hulled) Cynodon dactylon 95% Substitute the following if planted between September 10 and April 15: 220 Rye Grass Lolium multiflorum 82% 40 Bermuda (unhulled) Cynodon dactylon 84% Germination 90% 90% 80% 85% 2 Native grass seed — (to be used in open areas as specified) The seed shall be planted between February 1 and October 1 and shall consist of Lbs. PLS/Acre Common Name Botanical Name SECTION 02930 - SEEDING -2- 1.6 5.5 3.7 17.0 1.8 0.5 6.0 8.0 1.2 1.8 10.0 Green Sprangletop Sideoats Grama* Little Bluestem* Buffalograss Indian Grass* Sand Lovegrass* Big Bluestem Eastern Grama Blue Grama Switchgrass Prairie Wildrye* Leptochloa dubia Bouteloua curtipendula Schizachyrium scoparium Buchloe dactyloides Sorghastrum nutans Eragrostis trichodes Andropogon gerardii Tripscacum dactyloides Bouteloua gracilis Panicum virgatum Elymus canadensis *These grasses are not to be planted within ten feet of a road or parking lot or within three (3) feet of a walkway. 3 Wildflower seed — (to be used in open fields as specified) All wildflower seeds are to be hand broadcast, (see 3.02,A). The seed shall be planted between March 5 and May 31 or between September 1 and December 1 and shall consist of: Lbs. PLS/Acre 3.0 5.0 2.0 3.0 13.4 13.6 2.0 8.0 8.0 2.0 18.0 2.0 3.0 2.0 8.0 Common Name Bush Sunflower Butterfly Weed Clasping Coneflower* Golden - Wave Illinois Bundleflower Partridge Pea Prairie Verbena Texas Yellow Star Winecup Black-eyed Susan Cutleaf Daisy Obedient Plant Pitcher Sage Plains Coreopsis Scarlet Sage Botanical Name Sinsia calva Asclepias tuberosa Rudbeckia amplexicaulis Coreopsis basalis Desmanthus illinoensis Cassia fasciculata Verbena bipinnatifida Lindheimeri texana Callirhoe involcrata Rudbeckia hirta Engelmannia pinnatifrda Physostegia intermedia Salvia azurea Coreopsis tinctoria Salvia coccinea *These wildflowers are not to be planted within ten feet of a road or parking lot or within three feet of a walkway. 4. TemDorary erosion control seed When specified on the plans, temporary control measures shall be performed. These measures shall consist of the sowing of cool season plant seeds and the work and materials as required in this section. B. Mulch 1. Mulch should be designed for use with conventional mechanical or hydraulic planting of seed, either alone or with fertilizer. SECTION 02930 - SEEDING -3- 2. Mulch should be wood cellulose fiber produced from virgin wood or recycled paper -by-products (waste products from paper mills or recycled newspaper). 3. Mulch should contain no growth or germination inhibiting factors. 4. Mulch should contain no more than ten percent (10%) moisture, air dry weight basis. 5. Additives shall include a binder in powder form. 6. Material shall form a strong moisture retaining mat. C. Fertilizer 1. All fertilizer shall be delivered in bags or containers clearly labeled showing the analysis. 2. All fertilizer shall be in acceptable condition for distribution and shall be applied uniformly over the planted area. 3. Analysis of 16-20-0, 16-8-8, or as designated on the plans. Fertilizer rate: a. No fertilizer is required for wildflower seeding. b. Where applying fertilizer on newly established seeding areas - 100 pounds of Nitrogen per acre. C. Where applying fertilizer on established seeding areas - 150 pounds of Nitrogen per acre. D. Erosion Control Measures 1. For seeding application in areas up to 3:1 slope, use cellulose, fiber or recycled paper mulch, (see 2.01, B. Mulch and 3.03). 2. For seeding application in areas 3:1 slope or greater, use the following soil retention blanket (Follow the manufacturer's directions): "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, Arlington, Texas 76001, 1-800-777-SOIL. 2.02 MIXING Seed, mulch, fertilizer and water may be mixed provided that: I . Mixture is uniformly suspended to form a homogenous slurry. 2. Mixture forms a blotter -like ground cover impregnated uniformly with grass seed. 3. Mixture is applied within thirty (30) minutes after placed in the equipment. SECTION 02930 - SEEDING -4- PART 3 — EXECUTION 3.01 SEEDED PREPARATION A. Clear Surface of All Materials, Such As: 1. Stumps, stones, and other objects larger than one inch. 2. Roots, brush, wire, stakes, etc. 3. Any objects that may interfere with seeding or maintenance. B. Tilling 1. In all compacted areas till one inch (1 ") deep. 2. If area is sloped greater than 3:1, run a tractor parallel to slope to provide less seed/water run-off. 3. In areas near trees: Do not till deeper than one half (1/2") inch inside "drip line" of trees. C. Water: Shall be furnished by the Contractor as an ancillary cost to the Contract by the Contractor by means of temporary metering / irrigation, water truck or by any other method necessary to achieve viable, acceptable stand of turf as noted in 3.04.B. of this specification. The water source shall be clean and free of industrial wastes or other substances harmful to the germination of the seed or to the growth of the vegetation. The amount of water will vary according to the weather variables. Generally, an amount of water that is equal to the average amount of rainfall plus one half inch (1/2") per week should be applied until such time 100% full growth coverage is achieved and one mowing cycle is performed by the Contractor and accepted by the Owner. Watering: Soil should be watered to a minimum depth of four inches within forty eight (48) hours of seeding. 3.02 SEEDING A. If Sowing Seed By Hand 1. Broadcast seed in two directions at right angles to each other. 2. Harrow or rake lightly to cover seed. 3. Never cover seed with more soil than twice its diameter. 4. For wildflower plantings, scalp existing grasses to one (1") inch, remove grass clippings, so seed can make contact with the soil. B. Mechanically Seeding (Drilling): If mechanically seeding (drilling) the seed or seed mixture, the quantity specified shall be uniformly distributed over the areas shown on the plans or where directed. All varieties of seed, as well as fertilizer, may be distributed at the same time provided that each component is uniformly applied at the specified rate. Seed shall be drilled at a depth of from one quarter inch to three eighth inch (1/4"-3/8") utilizing a pasture or rangeland type drill. All drilling is to be on the contour. After planting, the area shall be rolled with a roller integral to the seed drill, or a corrugated roller of the "Cultipacker" type. All rolling of slope areas shall be on the contour. 3.03 MULCHING SECTION 02930 - SEEDING -5- A. Apply uniformly after completion of seeding in areas up to 3:1 slope. Mulch may be applied concurrently with fertilizer and seed, if desired. B. Apply at the following rates unless otherwise shown on plans: 1. Sandy soils, flat surfaces - minimum 1,500 lbs./acre. 2. Sandy soils, sloping surfaces - minimum 1,800 lbs./acre. 3. Clay soils, flat surfaces - minimum 2,500 lbs./acre. 4. Clay soils, sloping surfaces - minimum 3,000 lbs./acre. 5. "Flat" and "sloping" surfaces will be shown on the plans if not visually obvious. C. Apply within thirty (30) minutes after placement in equipment. Keep mulch moist, by daily water application, if necessary: 1. For approximately twenty-one (21) days, or 2. Until seeds have germinated and have rooted in soil, (see 3.04.B.2.) and project has been accepted by the City. 3.04 ESTABLISHMENT, MAINTENANCE AND ACCEPTANCE A. Includes initial seed and / or sod application and establishment, protection, replanting as necessary, maintaining grades and immediate repair of erosion damage until the project receives final acceptance. Refer to Part 2 — 2.01 — D. for watering requirements to be executed by the contractor. B. Initial full coverage turf establishment shall be considered as 100% grow in to a height of three (3") inches with a minimum of one mow cycle performed by the Contractor on all newly established areas prior to consideration of acceptance by the Owner.. C. Replanting 1. Replant areas where a stand of grass or wildflowers are not present in a reasonable length of time, as determined by the City. 2. A "stand" shall be defined as: a. Bermuda/Rye grasses: See 3.04 B b. Native grass and wildflowers: eighty percent (80%) coverage of growing plants within seeded area within twenty-one days of seeding date on a smooth bed free of foreign material and rocks or clods larger than one - inch diameter. END OF SECTION SECTION 02930 - SEEDING -6- APPENDIX GC-4.01 Availability of Lands - None GC-4.02 Subsurface and Physical Conditions —Geotechnical Report Provided GC-4.04 Underground Facilities - None GC-4.06 Hazardous Environmental Condition at Site -None GC-6.06.D Minority and Women Owned Business Enterprise Compliance — Not Required GC-6.07 Wage Rates - Not Required GC-6.09 Permits and Utilities - Urban Forestry Permit GC-6.24 Nondiscrimination - None GR-01 60 00 Product Requirements — COFW Water Department & TPW Standard Product List Provided CITY OF FORT WORTH COHIXPH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104093 Revised July 1, 2011 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH COHIXPH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104093 Revised July 1, 2011 GC-6.09 Permits & Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH COHIXPH2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104093 Revised July 1, 2011 �OR� H Application for Urban Forestry Permit (Complete all information listed below) Check one ® Residential (1&2 Family) ❑ Industrial ❑ Commercial El Institutional Select Preservation Method If Applicable To Site ❑ Method Option `A' ® Method Option `B' Project Name: Building Permit #: Walters Ranch (Cohix) Final Plat #: PP-20-060 Site Street Address and/or Legal Description of Property (Lot, Block, Subdivision): ❑ MU/UR Zoning ❑ Agricultural ❑No trees on site Date Rec'd : UFC#: ❑ Public Project ❑ Multi -Family ® Trees to be removed from site ❑ No trees to be removed from site SE of Cleburne Road and N Crowley Cleburne Road intersection See attached legal description. Applicant (Developer/Sub-divider) Printed Name: Stephen Brim Signature: Address: 2221 E. Lamar Blvd., Suite 790 City, State & Zip: Arlington, Texas 76006 Agent Or Consultant Representing Applicant Printed Name: Ryan Hill, PE Address: 1600 W. 7th St. City, State & Zip: Fort Worth, TX 76102 Record Owner of Property (if different from Applicant) Printed Name: Address: City, State & Zip: Date: NOTE: An Approved Urban Forestry Plan/Permit will run with the land and can only be amended by the Urban Design Commission (Urban Forestry Ordinance No. 18615) County: Gross Site Area or Artificial Lot (Sq Ft): Tarrant County 5,599,598 sq ft. Applicant's Certification Phone: 682-321-9380 Fax: Email: stephenbrim@forestar.com Phone: 817-810-0696 Fax: Email: ryan.hill(aOsegpllc.com Phone: Fax: Email: Acreage: 128.55 I, the undersigned, hereby certify that the attached plans and data are correct and complete to the best of my knowledge and ability. I understand that if any of the required items are deemed missing from the submittal, the plan will be marked as incomplete and not routed for review. My client is aware of these criteria and will accept all responsibility for delays due to the incomplete submittals. I am enclosing an explanation for each item which I feel is not required and therefore, has not been included in the submittal package. Applicant signature 2/15/2021 Date Revised: 11/09/20 FORT WORTH LETTER OF AUTHORIZATION FOR URBAN FORESTRY PERMIT REPRESENTATION I (PRINT OWNER's NAME) Stephen Brim CERTIFY THAT I AM THE CURRENT OWNER OF THE PROPRTY DESCRIBED BELOW AND HEREBY GRANT AUTHORITY TO (NAME) Ryan Hill TO ACT ON MY BEHALF IN MAKING APPLICATION AND SUBMITTING TO THE CITY OF FORT WORTH, TEXAS, A REQUEST FOR AN URBAN FORESTRY PERMIT FOR THE FOLLOWING PROPERTY: Walters Ranch (Cohix) See attached legal description. (CERTIFIED LEGAL DESCRIPTION] ACKNOWLEDGEMENTS: I certify that the above information is correct and complete to the best of my knowledge and ability and that I am now, or will be, fully prepared to carry out the Urban Forestry Plan as approved should the above representative or their agents fail to do so, or if the property is sold, I will make the new owner and their representatives fully aware of the approved Urban Forestry Plan and the requirements that run with the land. I further certify that I have read and understand the information provided concerning the procedure for consideration of my Urban Forestry Permit request as well as Section 6.302 of the City of Fort Worth Comprehensive Zoning Ordinance concerning the overall Urban Forestry regulations. I understand that acceptance of an Urban Forestry Permit application does not guarantee that the City will issue the permit unless it is in compliance with all applicable codes, laws, and regulations and all fees have been paid. I understand that once approved, this permit will expire and become invalid on the fifth anniversary of the approval date if either no progress has been made toward implementation of the plan or the project scope and configuration changes prior to tree removal or site disturbance. I understand that should progress toward implementation, tree removal, or site disturbance occur, the approved permit will not expire until the warranty period for new and preserved trees has ended or a new permit and plan are submitted and approved subject to conditions of the original permit. I understand that an approved plan will run with the land until is revised and replaced with another approved plan under this or another Urban Forestry Permit. I understand that warranty for new and preserved trees begins once the last building is complete and receives a certificate of occupancy or when all improvements shown on the plan have been completed, whichever is the later date. I further authorize my representative to act as my agent, if needed, before the Urban Design Commission during any appeal hearings. I understand that if I am not present or represented at a public hearing for an appeal of any requirements of Section 6.302, the Urban Design Commission may deny the request. THIS AUTHORIZATION WILL REMAIN IN -FORCE UNLESS REVOKED BY WRITTEN NOTICE. OWNER'S SIGNATURE: OWNER'S NAME (printed) Stephen Brim ADDRESS and ZIP 2221 E. Lamar Blvd., Suite 790, Arlington, Texas 76006 TELEPHONE: 682-321-9380 EMAIL: stephenbrim@forestar.com 'I ZONED, A-5\\ 1 1\ I\ 4 \\ 19 T Z d \\ � �r iP �,aq� MGPHERSON BOULEVARD D 120 RI} BOF-WAY 5X . /J Ill MCPHERSQN BOULEVARD- I 1 �! T 1k 1 Y + A /DEVE4 NEO J I�-83O ` FUTURIGHTy0RE VAR1FBLE WIDTH \ 1 1 I I ` \ 1 iiAA PR ATE NOA/DQVELO ER 11 \GIRF 0 EOPE DSpAA�C�E O�NED AND MA E F I \ 1 I I _U SP E v\8 0 A 21 �2 2J 25 21 \ _,- 22X/� m 1'ARNBIi WID�TI OE �0 U E ----- E IRFa STRFFT a33a $ 1 L 9 \ \ STREET 0 E -/I 15 I� _— m.ov IOmE r£,_ Iva ?o r Fa / III 1 1 2 �1 3 Z 4 5 6 J 8 ^ B 1 \ \ \' �(7'Yg-} • E I� I PR. 1413 213 p� t2 , 0 I \;IRF Oil€ L I6 ,4 `nl ,2m '� .� J IEI °ICI A _-�U E \ 27 6 gl 28�� I15JO \�S �� 115'TY 1 \ ��A \ P \ STREET DAm���� �c9' `�Ri 26 `��II� ,s zB �I �� �a a D 12 6 B / a dT� ,�tuF I_81 I� aJ � / ✓� rzz T 1 ATYP _ \T7 ID 1 ��-�G_ —I '���� 6 -fir/� t'd �� s 14 ,3� .12� 1 10 D�q$ tBACT 3 -� � „S 2 L c i "ll } off a2a�\ III I' I P Lac. m A l Sow' Sv' S 10 21 S d 9 20 LL -Md 2� , D a S iPUE- 10'.UE 6'TYy yE s lg -STREET J 11 y� � I ZONED R2 19 �18 ,l$g�'-� 11 / ,8 ID _d �$ =I 1 \-__ a "g ICI u, 2a _ AI D � a 13 - - s� ,� _ 1 _� � � �3 1 � i 1 - 15 L4 12m 11 10 9 � I � - \� � VV��1I�IW �W� �LL— � g F--- SO�OY S :.T6 norwm' m.o� mm aa._. �wwM \��Fl. �L_ BRIAR '6 0 LANy ee -+- N BRIAR GROVE-,L'AIE i �i— mil— — ---- HIP 17 16 1j 14 13 —b� m � 1D1 �tiE ,@I tt6'TYP/ J ZONED R2 \I _ 2X �� " ---_ IL �ROPOSED PARK `A�IMENItt CENIER ga r-- ® 1ryP 'w ,p -L l pEDICATON HOA//GDMOPER OWNED AND \1 1 g� A 10 1�' 3 4Y h� MA NED�EN SPADE watr�mouL' \ F g9-- STREET H xv �� »ao-,,,��mse ,D G. >✓ / iT \ \1 9 r\ 1 � 22 21 JO^- �w�2, LOCATION FEMA PlIH z 11FIFDo \ PROP 15' ch�i1 Io2o�>z�Iiil I IIJII.; 'II � I\6 1 b1T owO 5 t °"H°sniznzn �T \ \ �T,\•� VZ' :v\w�� �F\�\T\� . v \w v \ \ '/6w�v \ 4.\ a � >�\� /1 ,�\ /%\�"`�'��� -m�.� t1 'C 241.�,�'�2�✓ 20/ 2 isY�U SHIELD I �-- VI �INITYMAP DEVELOPMENT YIELD r,Rn[[ ILF AREA larRF[t teesag To 11 rvu LOTS. 111 RESIDENT AL LOTS: NUMBER 051 -TA a MRFR OF DWF uC uTc 9i ACREAGE SINGLE FAMILY DETACHED 66660 SINGLE FAMILY ATTACHED Q TWO FAMILY Q MULTIFAMILY Q COMMERCIAL LOTS. NUMBER Q OPEN CEOTS. SPALNUMBER AAaRLA - COMMERCIAL LOTS Q INDUSTRIAL LOTS 2OPEN SPACE LOTS �Q RIGHT-OF-WAY j$,QQQ PRPRELIMINARY EPLATD OF COHIX LOTS 1-25, 1X, 18X, 25X BLOCK A; LOTS 1-16 BLOCK B; LOTS 1-16 BLOCK C; LOTS 1-16 BLOCK D; LOTS 1-26, 1X, 2X,10X BLOCK E; LOTS 1-30 BLOCK F; LOTS 1-28 BLOCK G; LOTS 1-22, 1X, 2X, 3X, 14X, 22X BLOCK H; LOTS 1-26, 26X BLOCK J; LOTS 1-17 BLOCK K; LOTS 1-23, 23X BLOCK L; LOTS 1-22 BLOCK M; LOTS 1-28 BLOCK N; LOTS 1-8, 1X BLOCK P; LOTS 1-64, 16X BLOCK Q; LOTS 1-7, 1X BLOCK R; LOTS 1-66, 1X, 5X,11X, 66X BLOCK S; LOTS 1-11, 1X BLOCK T; LOTS 1X BLOCK U; AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING 128549 ACRES OF LAND SITUATED IN THE MOSES WALTERS SURVEY, ABSTRACT NO. 1598 RECORDED UNDER INSTRUMENT NUMBER D208444286, (O.P.R.T.C.T.) _ awne PRELIMINARY NUMBER PLAT OF COHIX00 0 oE. NEEW �0p.> ----- e, Ro,LN,N�sN NNE LOTS 1-25, 1X, 18X, 25X BLOCK A; LOTS 1-16 BLOCK B; EM LOTS 1-16 BLOCK C; LOTS 1-16 BLOCK D; LOTS 1-26, 1X, 2X,10X BLOCK E; LOTS 1-30 BLOCK F; LOTS 1-28 BLOCK G, ? / LOTS 1-22, iX, 2X, 3X, 14X, 22X BLOCK IT, LOTS 1-26, 26X > 0 MInTmIlu BLOCK J; LOTS 1-17 BLOCK K; LOTS 1-23, 23X BLOCK L; w +6D LOTS 1 -22 BLOCK M, LOTS - BLOCK N, LOTS 1-8, 1X a--- BLOCK P; LOTS -116 X BLOCK 66XBLLOCK S, LOTS 1 1X 1XBLOCK BLOCK T 166, 1X, 5X T; 17 16 1�, 1 n3 - -� LOTS iX BLOCK U; Ix ) 1 �- 2 AN ADDITION TO I.P. E _ ns*vvi ZONED R2 THE CITY OF FORT WORTH, PRovoscD PARK NNENIm CENTER -- -__� © +aa O N�" 3 TARRANT COUNTY, TEXAS pEOICATION NOAjDEVELOPER owrveD ArvD w _ •• _ BEING 128.549 ACRES OF LAND �r yMpp MA NE PACE I' 9 � s SITUATED N THE MO— WAITERS SURVEY, D OPEN s a 5av .-Er R a- „i � �,, __ ABSTRACT NO. 1598 a,,r� / RECORDED UNDER INSTRUMENT , s NUMBER D208444286, (0 P.R.T.C.T.) SSRE€'f J TY 5 I+-- p S �� . 22 21 20 19 I6 i3 I 1` O PROP 15' DE� - \ - -41 T 1.� �- -� - - _ ', �g � ,� `. 5 \ A ._ � � s6� 2,qy"�'.✓ zoi / . 'a °�' \c\, `�.� fi 9 �• I v vsv �.v v\ �, *� ��' �� vzl i Is 60 \ 1 \ \\ �- & \/ o3%p/ // /q•H •M,@ 23 22 \I / / 39 \� C9.• IB���-�-// i +3 \ t9 \\\\ \\ - \ \ \ 2J � 3 •S SJ I I65 12�, / / �' - - -- �, � ,• / q%/yI 43 IR� `N v vg „fir v \ I I \ \///\11\\\\ lo' \ 3 \ . �\ l5 - J ryw S ,3 / I m'Y e A \\5'('R y'• \T' �//CIRF III 1 A A Iu.e � � 3a zz jx III 1. E%ISi 700 D E \\\� \\�� �� - •,YR �9 8T W' R A/'DIEVELOPER 12 D PEND M 23 mir II I OPR�i\C.11 i \ \\ -� ��� \ $ \•• 4 5 CE NE 4E S 6 u 491 1 S ¢ g 3 -3X EN ONNT�� DETENTION PO I 36.3 ACRE-F�T�D,;� ONEAFIRM No� I \ \4%\ $y \\Y \ �I 63 9 ,°--- ( ,r!,.� 3 _ (�•.yY�� j g6439C00�1� ,� \ O 15\ ,\\2� _ lAT 3j� TREE ,�/ jar / % `, TA `N•1 2 III >T � i r, ,,.-� '"1 v � ,�/ BVON` - ,v w, v�st+c --ter � ��s -� „� >� � �a.,1_ / ! ,°.I,' �a9 ��— —��' ���• i02 \153 52 51 ����'�I � Ili I ,. � � jV i / �`vA�- / 1 / v ,� •, v. �, 4� � / � - - _ - —_ _ ��dnIol II11 ,.,,/ I \�/ / //. \\ \ \� •\ /5i a F9 b +� E t�o 1z E13 ,.lAa / Is ys T" ' n le a 11 _I I \\ 1 \ ) j TI/ \�i \ h 20 ••51, - - - .L _ i .=Y"' - + 2 23 2fi Hwy III I IF z 1111 II II � III ` \�I \22 I / 0' U.E. 1 ISdI( C s r �,r / 2 � xi so -dDO. I 3 i4 5 6 F n6 �- 10 1 It2 t3 a s _ 1 r -1 / / 91 zo Z23 ,2�f \2 11% 0 UP SHIELD DM _ N fi5.5 'aa- VV 3 DD.59 i /� \ \ p US .\.\TY - i t E%ST 30' E.S.E� ---�__ _ 2 ENOINEERINO OROUE 11/6/wso 1 ZONED A-5,1\ \ - TOT N�RE fij. - / // -'� TCT ---_ --- PRIVATE p_1N.O- 52 \ CCU 21 93 o wr..,rr.rr.ww 1\ \ \ \I TI \ \ \ \\ A OE\pWA OnN 02R .T OP RTCT HOAID OwNEG AND OPEN SPA \ \ \ 1 1 I I \I pryryIVATE F8�/UEVELOPER I I 1 \ OVINE AND RANTAIIEC OPEN SPACE lR j PRIJAEE HOA/DEVELOPER 11 M, OWWNNAND MAINTAINED 111 1 d r P ATE 0 /DE ELOPER Iel / O�NED NED liry �, I ` -saw I Sl"R�EE \[t \ 4 G-NOALDEVELNPPER. " PE� rt�R m P pR 15 3:5 E.� 115_ Typ I S \ I 5 1 8 1 I h\ I __ ee 25 I I `P VATE A/ wrvED N I 5� I I IRF o IE -I I NSP� AAPER I _ I NOTE: 1. Secondary Ingress and Egress (Ch. 31-101.A) - Subdivisions containing more than thirty (30) one -family or two-family dwelling units shall have a platted and constructed secondary ingress and egress to a public street. Multi -family developments of 100 dwelling units or more shall have a platted and constructed secondary ingress and egress to a public street. As the phases are constructed with final plats, the TIA letters will have to review each phase to ensure that the proposed final plat phase maintains two points of access. 11 SHlIELD INO,NEER,NO ORO01 w�6/pro ���,swe� es�arov a'nm —aro�aS m'sem^ ,a ,rc i�Na�ET�6LE i I wxw« �N,~ x4o� oEL,. �xoaE4x�x� �xoLEx�,xl I a �w w.z xv.aaw ,mow I I ,6 ,I 7 xz.... 4oN_� SUs%� I x.,'ozHw z,.w I C 65�E�p6 11-8 a00.0 G 61REuE 416 a00.0 $TREETE YB 460.0 xAia GaWfIN }16 466.0 R 6ntEET6&C 1M 1Wt 1E99.4 STREETC -zz ux, zzx ssa, a 6 5. cnpEw uao S111C 1 zrz � 7 SIR— 1- Z 48.6 ST 1— - 538.4 M Ern 61PE Wby O ST 1— - 6 O SIP_ - T 6Tx c 11 S $INEErM So. S}66 G 61EETN }11 i—= 160 VICIMTY MAP PREL1 IMINARYBPLAT OF COHIX LOTS 1-25, 1X, 18X, 25X BLOCK A; LOTS 1-16 BLOCK B; LOTS 1-16 BLOCK C; LOTS 1-16 BLOCK D; LOTS 1-26, 1X, 2X,10X BLOCK E, LOTS 1-30 BLOCK F; LOTS 1-28 BLOCK G; LOTS 1-22, 1X, 2X, 3X, 14X, 22X BLOCK H; LOTS 1-26, 26X BLOCK J, LOTS 1-17 BLOCK K; LOTS 1-23, 23X BLOCK L, LOTS 1-22 BLOCK M; LOTS 1-28 BLOCK N; LOTS 1-8, 1X BLOCK P; LOTS 1-64, 16X BLOCK Q; LOTS 1-7, 1X BLOCK R; LOTS 1-66, 1X, 5X,11X, 66X BLOCK S; LOTS 1-11, 1X BLOCK T; LOTS 1X BLOCK U; AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING 128.549 ACRES OF LAND SITUATED IN THE MOSES WALTERS SURVEY, ABSTRACT NO 1598 RECORDED UNDER INSTRUMENT NUMBER D208444286, (O.P R.T.C.T.) LEGEND ��(( EXISTING TREE PROTECTED CANOPY PRESERVED SIGNIFICANT TREE TO RE REMOVED EXISTING TREE PROTECTED CANOPY REMOVED SIGNIFICANT TREE O CRITICAL ROOT ZONE (1' PER INCH DBH) ,RISTNG 4 TREE #5TEF NO. PROT�LDmslp CANOPY ryEm 1MA TREE#fii TREE#REE #]4 AAMERIAN ELM 0REMOVED 3 0 _ 83 30.2 AMERICAN ELM 12 452 REMOVED _ _TREE#35 _ _ _ 3]9 35.3 CEDAR ELY 15 XD PRESERVED E #102E#31 990 18.6 GREEN ASM 5 ]0] REMOVED lITREE#]5 TREE.6 R .AEI TREE ]2R 191 MERIGIN ELY 18 3018 P0.6E0.VED MCPHERSON POIAILEVARD 1 1as9VE 1 TREE#33 14]4 &6 ,CEDAR EIM� 6 113 REMOVED FEE #89 EE#]1 `TREEk32 TREE k138 _ TREE AL TREE 54 TREE#34 TREE#134 lGO &0 MERICAN EL 8 201 REMOVED R EE#1hI9 `` TREE#216- ' T�EF#53 TREE 016] ]656 7.0 A<EDAR"' 8 201 REMOVED T EB #193 � ® 15'DRAINAGE EASEMENT 1)01 ..6 CEDAR BUY 12 452 REMOVED T TREE#231 SEE 120 12 452 REMOVED 15 WATER EASEMENT T E�#19] TREE#225 REE #265 TREE #229 ]B&9 2 112 REMOVED II Ism 12B MERICAN ELm ]z asz REMov6D TREE#3]9 TREE#285J 1T6 &1 MERI[AN ELM 4 ED PRESERVED TREE#380 2014 10.5 ACECAR EIM ]0 314 PRESERVED M 2019 8.6 AMERICAN ELY 8 201 PRESERVED .I I II �I ?0'AMERicAE113 PRESERVED e MERCANW u S. REMOVED Tma,J8 3 2,516 PRESERVED 149 5,268 1 REMOVED I rTREE p681 T T SpUARE FEET C .JAJRf. m A leaks L&16.43z `TREE#596 1# 1,816,J1J 41J06 1e: j7��([ Ci a OP, 1Qzas 0.236 �C `TREE#5]6 TREE#48]f ]�( OEVELOPER/OWNER }}}GGGIII FORESTA TREE i15]0 REAL ESTATE GRO GROUP. P, INC. 2221 E LAMAR BLVD, SUITE 790 ARLINGTLINGTON, TX ]BOOB 81]-533G080 I TREE #580 1011R FEMA - ENGINEERISURVEYOR TREE#538 "L SHIELD ENGINEERING GROUP, PLLC R 1600 WEST ]TH STREET, SUITE 200 TREE#]]1 _ _ _ - - - - - - _ FORT WORTH, TX]6102 TREE #886 81]-81-So V\ REE #J04 TREE #]50 I� \ TREE #]60 1 \ TREE #Bfi6- ITRF1E a1249 TRE7 #755 }�R \ E FREE#929 \ \ \ J]JQ�.(( TREE#861 I\ \ \ TREE#110] TREE #1025 TREE T EE#]31 \ TREE k1003 \ \TREE#122\ *yEp�R !.-TREE#1104 \ TREE #990 \ TREE#96] \ T� \\TREE#111 \ \ �yF TREE #1222�' \ TREE #1011- % \ I \` \ � TREE #1024� , TREE #9I� I IID VICINITY MAP OTTOSCALE METHOD^B"(roALFORPMErn I eAn FORPsmARFA SQUARE FEET ACRES I JJAP\=ffROPERtt L�UUIyDEfUC��I888YqqEEAAArySEMENTS q�q 1650.�6 "2 I INETURBAN��PE SQUARE FEET Esn I NE REQUIREMENT u %IEfew sR6eivinoNl I MINIMUM REQUI RED COVERAGE FOR SITE 1.150.269 2650 FRSnNG GNOPv -LUAI RE FEET ACRES I % 1 ( �nyT(I,F�gI{,[2785 0.18 I INIUSINGLAMFYIIZiD�AGE IA/E �iR-REMENrERVED 2.111 SM 3- SQUARE FE ACRES UUWE2.516 II 0058 I 111IN11111"T(TRI�EjFS���(5 INCHES(DON) CANOPY(SQFTII AALLCd}IIFQi)GT�iIFIf}AEEs D D830 3B]5 z0.40z SIGN;FECANT TREE EPRESERVATION CREDIT E REMOVED 29 4 1301- SIGNIFI yryJ]JyF9jplljItffGATION 6sz- P0 ENTIE20OPER INCH) N/A NEWTREE PINING SQUAEFEET ACRES A T LREQUIREDCAND Co L154.269 SIGNTOTAL n F CANOPY T 2 .5 . ORSEL 01 0.z34 A AiEIP�EESD 1. 0.000 0.00 ALPaNnNG PER LOT (451L&IKIREZIIEREaUIaED ovvcavERAGE FORANEW VNGLEFAMILYSUBMV15iONFROM4 xT03aN Al LOTSTOMUSTHAVE2 LARGE TREES. - \ / \ \ T #1 E \ TREE# 90� \ TREE El \ 1 is TREE %R85- �Cp,( TREE #9]Bl TREE #1126 • N TppE #12]2 / \ \ \ \ / \ TREE TREE #1141 � TREE #1123 TREE --I #1129 F II I RRAAfERI TREE #1068 TRfE#129fi\\ )k II \ \ �tTREE #1164 \ EE1111 q�(( �TREE #1]92 1p1 7 \ A`I4'4 II II _ \ \ \TREEX41]5 \ 1 \ V II TREE#1459 11 II# TREE TREE #1464 #1458 TREE #1521 � TREE #1659 TREE $1751 II III \ \\ TREE 41595� TREE #114]] 1 I I TREE 11 SEE OTREE#}\5fi AARR TREE ik1563 .y. I#I �F II lal TREE#141% �J�C }A50 ]Q( TREE#1611TREE#1856- 1% E1]i L TREK#1502 � TREE #1544' TREE kt550 J�-fREE#] �TI ,TREE kt611 TREE #11460 I I TREE#1707, AL I I TRE]b °' DI l 1SIGNIFICANT TREE-ENO12]F OIAMETERI R EADI IEI 31 ilNi 33.J HorvETYPE E HONEY MESQUITE l5 C' REmov6D JOJ REMOVED I 32 33 34 35.5 Y1.1 M3 OSAGE-OPANGE 20 HONEYMESQUITE 18 HONEYMESCOTE 1a 12T REMOVED 3018 REMOVED -1 REMOVED 3s z91 345 HONEYmESnUITE m HONEYMESQUITE 30 1257 REMOVED 28z] REMOVED f 53 2J.8 HONEYMESQUIIE 30 282) REMOVED, 55 35.2 HONEYMESQUITE 20 125) REMOVED ED n 35.6 z95 HONEYMESQUITE 18 HONEYMESQUITE 15 1018 REMOVED roJ REMOVED rz 74 2B1 31.2 NONEvmESnulTE ss HONEYMESQU5 20 Jw REmovED 12T REMOVED )5 .2 HONEYMESQUIYE ]8 1018 REMOVED )8 In 1 2].2 34 z NONEYMESQUITE 20 MERIM N ELM ESCOTE NIESQUIJE 125] REMOVED 452 REMOVED ED REMOVED l34 138 1. ne l93 342 48.4 30.1 356 zJ OSAGE-ORANGE 20 OSAG&OPANGE 20 HONEYMESQUITE 20 HONEYMESCO TE zD HONEY..""u 1257 REMOVED 1257 REMOVED 1257 REMOVED 1257 MOVED .2 MOVED I 1. 197 1 216 225 229 :3] 265 21 335 - 46 284 TB T& 294 1.8 HONEYMESQUITE ]8 OSAGE-ORANGE 15 OSAGE-ORANGE 9 NONEYMESQUITE 12 HONEYMESCOTE ss HONEvm.""S L5 OGACF-ORANGE 15 OSAGE-ORANGE 18 MILE MOVED roJ REMOVED 254 REMOVED 1 452 REMOVED - REMOVED roJ REMOv6D I JOJ REMOVED -1 REMOVED 1 291 w 4aJ 53R SJO 1 TES 28.2 3z14 284 29z 21.4 OSAGE-OMNGE 15 OSAGE-oE.NGE I OSAGE-ORANGE 8 HONEYMESnUITE 15 HONEYMESQUI�E ]8 JO) REMOVED 1 ED mov6D 201 REMOVED XG REMOVED 1018 REMOVED 1 580 5% 11 2J.2 . 324 HONEYIV ITE l5 OSAGE-ORANGE 20 HONEYM1111 15 JOJ REMOVED 1257 REMOVED JW REMOVED l04 T3J )50 29 2J.3 33.5 OSAGE-ORANGE 20 OSAGE-ORANGE 12 HONEYMESQUIYE 25 1257 PRESERVED 452 REMOVED 11 REMOVED )58 YEO 3L5 289 HONEYNI ITE 30 OSAGE-ORANGE 20 2827 REMOVED 125] PIR RVED m E1 8G6 335 11 32 HONEYMESGOTE 38 HONEYMESQUIre ss HONEYMEGGRL ]8 as36 PRESERVED, J02 REMOVED I 1. REMOVED 1 885 .5 HONEYMESQUITE 20 125) REMOVED 1 90] 929 96J TB 985 1 987 ]m3 ]Du -1 M.8 ze9 34z 3D2 15 33.5 T4 z96 .1 269 HONEYMESQUITE 20 OOAGEOSCUGE zD - zs °SAGE -ORANGE ss OSAGIORANGE ss OSAG&ORANGE 25 OSAGE-ORANGE 25 0 AGE-OE.NG: 21 OSAGE-oE.NGE z0 OSAGE-ORANGE 75 125] REMOVED 257 MOVED 9, mov6D ma MOVED Ul REMOVED UI REMOVED 1 1. ED 63 ED T ED I 1963 REMOVED qI- - - _ TREE#1841 "_�~ ti� -TREE#1 PRE r �TREE#2014 }\ ,TREE k1T8 � III I TREE#2021 III - �TREE #2002 I I I l III \ � �TR E#2019 III TREE #192] l 1 11111 I T7EE 1114 TREE #1917-1 I TREE #1914J TREE#1614 TREE #1902J 1 III TREE#1900 III TREE #3106�) III 2 III I � Illr III I TREE #1889 TREE #30]9� III L TREE _TREE #18J3� - - -1 IRS 2&2 OSAGE ORANGE 1093 37.8 OSAGE-ORANGE 1090 I. SAGE -ORANGE 1104 1. OSAGE-ORANGE 110] 32.5PONEYMBULITE OSAG 1129 28.9 OSAGE-ORANGE 1.1 1. OSAG&ORANGE 11- 29.1 OSAGEORANGE 1166 1.1 OSAGE-ORANGE 1124 3G5 0 AGE-OflANGE 1135 D.6 OSAGE-ORANGE LNS 29.4 OSAGE-ORANGE 1A54 2&2 OSAGE-ORANGE 1455 29.8 OSAGE-ORANGE 1458 NG 0 G&ORANGE 150E 1.4 OSAGE-ORANGE L -1 28 OSAGE-ORANGE r ]594 31.3 OSAGE-OflANGE mESCOTE LEEPS 14 °saGE-ORANGE 1ST .4 OSAGE-ORANGE .11 27.9 OSAGE-ORANGE 1659 14 OSAGE-0 ANGE 1751 29.9 HONEYMESQUITE 1- 2&J OSAGE-ORANGE 1814 .4 HONEYMESQUIYE - 32.7 HONEYMI 25 1963 PRESERVED 3-4J.9 HONEYMESQUITE 12-PRESERVED 2&4 HONEYNI ITE 20 ]25] REMOVED TOTAIs 33W I1w.m4 323 I zo,aoz PRESERVED I 3.O1J 1 lSR_ REMOVED I SHIELD ENGINEERING GROUP O 0 15D wo 450 GRAPHIC SCALE IN FEET CITY OF FORT WORTH, TEXAS COHIX URBAN FORESTRY EXHIBIT PHASE 1 DRAWN DESIGNED ._ SCALE (DATE APR 2.1 SHEET OF LEGEND EXISTING TREE PROTECTED CANOPY PRESERVED EXISTING TREE PROTECTED CANOPY REMOVED CRITICAL ROOTZONE (1- PER INCH DBH) �REE#1 TREE #83 E#102 I TREE#]S TgEF n]f R #8 T FE 116 T E 5 E 19 E 93 STREET E RE #2 STREET D O E #2 '' OII �IIIIn T E R,nn SIGNIFICANT TREE TO BE REMOVED SIGNIFICANT TREE rl `� CHAINLINK FENCE _TREMI � III TREE #50 - _ _TREE SC a I l LL I LJ' U. WlooW � o oll�l 0' IDO��DDOLJ;'I ;0 0 10�00��0�I _ _ STREET B TREE#5' 100.VR FEMA O �O TREE #]]i I� TR E#J80 L \ \\EE#]6 � iN LO STREET G CoPYRI 11-OlRYSHIELPE-NDC.ND-DURPLL.-ET.IIW A R I—- INSTALL2" BOARDS IH EPHU I E, -HENCE NU I ES. 1 HAIN LINK FENCE BE 12 E WITH 155V DIAMETER SCHEDULE POSTS AT MAX TO PROTECT TRUNK WHEN CRITICAL ROOT ZONE C C O DESIGNATED SC U 0 OS S 8-0"OC _ i^mil 2 NO EXISTING TREES DESIGNATED FOR REMOVAL FENCES INSTALLED CLOSER h. DRIP LINE THANKS'TO TRUNK 3. PROTECT AD INDIVIDUAL AIN BARTER T TREGROE DRIP LINE. TREES TO BE PRESERVED BY EPECTING A EUNTIL RRIER REMOVAL ISEACHSSA TREE OR GROUP OF TREES TREE PROTECTION FENCE y, IN THE EVENT OF H AIN BARRIER U TION DRIP LINE. EDTOBARRIER SHALL WITHIN T E PLACE UNTIL REMOVAL IS NECESSARY. J 8'-0'HT 5. IN THE EVENT OF HEAVY CONSTRUCTION IS SCHEDULED TO OCCUR WITHIN THE DRIP LINE OF AN EXISTING TREE, CONTRACTOR SHALL ERECT APROTECTION FENCE O / METAL T POST OUTSIDE OF THE DRIP LINE UNTIL CONSTRUCTION IS SCHEDULED TO OCCUR, THE PROTECTION FENCE MAY THEN BE ADJUSTED AS REQUIRED TO COMPLETE THE j GALVANIZED CHAIN LINK PROPOSED CONSTRUCTION AFTER CONSTRUCTION IN THIS AREA IS COMPLETED, THE PROTECTION FENCE SHALL BE ADJUSTED TO ITS ORIGINAL LOCATION y FENCEFABRIC OR 6, CONTRACTORSHALLNOT PARK, CLEANTOOLANDEOUIPMENTSORSTOREMATERIALSWITHINTHEDRIPLINEOF ANY TREE. w ORANGE O ]. ALL ROOTS OVER 1' IN DIAMETER SHALL BE CUT CLEAN BY A HAND SAW. 1061 31.4 OSAGE-ORANGE 25 1563 REMOVED SNOW FENCE G �FICANT1REE lFGG4 1 1: &2 OSAGE-ORANGE 25 963 OVED q%%r�w EM 4'-0' TAEEE NO. DI 31N6 TYPE ,/u U51FR WJ SOW 2&9 OSAGE-ORANGE 25 1963 EMOVED '1• DRIPUNsrvgRlFsl 00'-6" 16 HONEYMESOUITE Ss �Yj REMOVED 118 iHI]S NEYMRANGE ]5 1)W REMOVED 31 30.J HONEY MESQUITE ]0] REMOVED 130) 325 HONEY MESQUITE 25 1563 EMOVED 32 355 DSAGE-ORANGE REMOVED "- M" INDIVIDUAL TREE PROTECTION 33 ZJe ONFYMFHIUIYP 18 3018 MOVED 326 OSAGE-ORANGE ]5 JW OVEO aN[Cc.nm2.1 EI 253 HONEYMESOUIYP 35 TREE PROTECTION DETAILS 3s 291 HONEYM&SOUIll ro us) REMOVED Boa osAGE-ORANGE Js 1ua EMov60 EVARD T"�""o' INCH OF . 50 ..1 HONEYMEHIUIq SO 2827 REMOVED As 21..1 OS E-ORANGE 15 ]0] REMOVED IXISTNG PROTtEDCANOPY METHOD-B"1TOTALFORPrJECT 53 1.8 HONEYMFSOUI 30 12J REMOVED 11. 32 OSAGE-ORANGE ll EMOVED E k138� CgNOPY CANOPY NETUR&1N FORFSTRYARFA SQUARE FRET ACRES 55 35i HONEY MESQUI ro 3i5] 0.EMOVEO 1166 29] OSAGE-ORANGE u ]W REMOVED R Ek13 ENO. I rTPE f % . 356 HONEY MFHIM 18 -1 REMOVED 222 326 OSAGE-ORANGE ZS 1963 REMOVED J 6] DIA�'AS 1S Im ]018 EM1%lV12 F GROSS AREA OF PROPERTY 5.593.5% 12111 Jl 11 HONEYMEHIUI{i is MJ REMOVED 1 D iR4 3&s OSAGE-OIIANGE 75 1563 REMOVED (RIGHT-OF-WAY 1.1/� .949 21M J2 28.1 HONEYMESQUI.2 15 JW REMOVED D ',j 1225 29..4 OSAGE-ORANGE 18 3016 REMOVED 1 3A Ss.3 CEDAR EIM ]5 M PRESERVED UE EASEMENT$ G�G,� 14.92 31.2 HONEYMESQUI15, 20 125J REMOVED 12A9 29.4 OSAGE-OMNGE 25 1563 EMOVEO MERICAN 5 ETU NFORESTRYAREA 3,8W.563 8&33 342 HONFYMFSpUIIIII''"FFFF 990 1&6 AGREEN ASHM ]5 JOJ REMOVED NO"I, WEARF FRET FY MESQUITE 12. 312. 18s OSAGE-ORANGE 25 1963 EMOVED 1�R 19.1 ERICAN ELM ]8 ]018 PEFSERVFD 83 34.2 AMERICAN ELM 452 REMOVED 1450 2&2 OSAGE-OflANGE ]2 4s2 REMOVED 1 9 &] FRIUN ELM 12 as2 REMOVED #2 61) 0 e 2111 6 CEDAR ELM M1E1VF0' € �E 25%-5%Ma..SubSR33 l ?0.3 HMEYCAN ELTE 18 1018 REMOVED 1456 29.8 OSAGE-ORANGE 12 44 REMOVED D ( 1,SSA269 2&s0 l0i 29.8 HONEYMESQUITE SO 282J REMOVED _R 22'49.6 OS4GE-OMNGE 12 652 EMOVEO 1 111 70 S rot REMOVED I d d CANOPY HIULARE- CRFES LN 342 OSAGE-ORANGE 20 1125) REMOVED 4]s 2J5 OSAGE-OM 15 7EO EMOVED SN1 10.6 ICE AR ELM ]2 452 REMOVED (PRESERVATION REQUIRMENT PERCENTAGE S% 1404 298 OSAGE-ORANGE 15 ]O) REMOVED 16J 30.1 HONEY MESQUITE ro 12s] REMOVED ]T2 ]2.0 CEDAR ELM ]2 452 REMOVED {RR0.��QQ�{{�A Ss@ 30.4 OSAGE-ORANGE 15 ;) PRESERVED 0 l8]3 9.6 CEDAR ELM 12 452 REMOVED I�RFA k� SERVED 2335 S% gp.p54 1 1 1J8 35.6 HONEYMEHIU!1 20 122 REMOVED i521 1. OSAGE-ORANGE 18 1018 REMOVED ]689 9..6 6 113 PRESERVED 0. 143 2J HONum EHIUIyT'SQE 12 0.52 REMOVED 1544 31.3 OSgGE-ORANGE 20 1257 REMOVED F' ]902 12 052 EMOVF HIDARF FEET [RFS ]S4 .5 HONEYMEHIUI 18 3018 REMOVED SSD 2&2 OSAGE-DRAM u ]W REMOVED W ]2I R D G 2,516 DEES is JO] REMOVED 192 2S8 05AGE-ORANGE HONEY M1ESOUI 30 282) ]2014 ]0.5 10 314 PRESE0.VED 2. 46 OSAGE-ORANGE 9 254 REMOVED Ss95 2&4 OSAGE-ORANGE ro 1 SJ REMOVED y RE EAMERICAN LM 225 28.4 HOND'MESQUIi 12 452 REMOVED 159J 30.4 OSAGE-ORANGE 30 282J REMOVED 20J9 &6 CAN ELM S rol PRESERVED( 61GNIFICANTTREFS INCHES IDw11 GNOPYISp FTI 129 2J.8 HONEY MESQUI 18 3018 REMOVED AM CAN RM 38]5 2pgp2 yJ 5 1611 2J.9 OSAGE-ORANGE 20 121 EMOVED O ro21 &2 6 113 PRESERVED fjj5](j��( /�I J �[�(9@ff D .1 P.8 HONEYMESQUITE 1 ]0] REMOVED 651 2&4 OSAGE ORANGE 25 1963 EMOVEO O ]3480 ).B ERICAN ELM 30 314 REMOVED AA.I L$}IiS1Gi�P.Af�i�/}If.iS 150,&34 DSAGE-ORANGE (TOTALS PRESERVED 33a0 255 298 OSAGE-ORANGE 18 1018 REMOVED : 2]9 OSAGE-ORANGE 22 1521 EMOVED 222 ),RS SIGN11RESETTREE PRESERVATONCREDIT 211 -ESO30 2@) EMOVED O �` { %%� - 10,201 291 28.2 OSAGE-ORANGE is 125 REMOVED 1751 299 HONEY M1ESQUITE 25 1963 REMOVED 1 2.265 REMOVED (PRESS }O�EREM WFT'0.51 1" 31 05AGE-OR4NGE 20 125) REMOVEDRE IAGE 55 ESFRVSQ SIGNIF P D ON 29s24 �30 N3 48] IDa DSAGEORANGF 15 ro MOVEDREMOVED 108) 294 DOSAGE -ORANGE 23D 1 REMOVED ) KA r l Y lo, ,GAT .4 3D4 HDNEYr SQNUG14 25 1 DVFD `' RE SQUARE FEET ACRES 163� SJO 292 HONEY MESf1Ul PROCAN�VAGE ,81G,21J A .TI6 282J TOTAL (IP flSITE E. 432 1.47 1.PERINDHI N/A SJ6 12 HONEY M64UIYE 18 SO18 REMOVED 1900 269 OSAGE-ORANGE 20 1257 REMOVED EXCESS/DEFICIENT OVERALL CANOPY 10.285 .2. SW 27.2 HOND'MESQud is MJ REMOVED 191A 3s.2 OSAGE-ORANGE 25 1563 REMOVED r TNG SQUARE FEET ACRES SS6 SO4 CSAGE-M0XGF 20 25J MOVE 1k 29.9 OSAGE-OR NGE 2s 1� REM D TOTgI REOUIREOCANOPYCOVERAGE 1,154.269 26.50 6B3 324 HONEYMFHIUIYE 15 JO] MOVED g2) 326 OSAGE-ORANGE 25 963 R OVED IOTA GCA<EOPY PR SFR D 2,5i6 DIEES J04 29 OSAGE-ORANGE 20 125] PRESERVED 1: 32 SLACK WILLOW . 1963 PRESERVED IUFC21_0048 SIGN r f 10.201 3 OSAGE-ORANGE 12 -2 REMOVED 21102 28 RI WILLOW 5 1563 PRESERVED 5 IFI �,yJJf2 Bfjf pjl�[IIE0I IS 4 J50 33.5 HONEY MESQUI 25 1963 REMOVED 2034 29.) HONEY ME. I.'q$ 25 1%3 PRESERVED \O iFFfpp/ry }Ilia }IYYYIIIi1�N ]. )58 315 HONEY MESQUI 30 282] REMOVED 30]9 32.J HONEY MESQUITE 25 1%3 PRESERVED \ O I APPROVED O 9o2a���prp/ r i 1.ew.DOD mD J61 ze9 'AGEONIDoRAN ro 1is ro) REMOVED 1 3106 4 7 9 ONEYMESQUA 30 2R2) ERV6D By Lucretia Summers RI 3.21 am, May 24, 2021 0 T�ib(TAN �9 4 0 0.00 SO 335 HONEY MFSOUIYP a XD PRESERVED ]]4J) 2&4 HONEY MESQUIiE/ 20 1257 REMOVED \ \ G H ].804.000// 41.41 _ S61 285 HONEY M64UI�i S. TOTpLS P TWOTREESSHALLSEPWNTEDPERLOT1451A.) TOREDUCEEIVE REQUIRED 1 866 32 HONEYMESQUITF 18 1018 REMOVED 3,340 15D,834 O CA NOPYCOVERAGEFORA NEWSINGLEFAMILYSUBDIVISION FROM40MT030R.ALL 8&5 28.5 NOR EYMESQUIYE z0 II9 EMOVED Sp REMOVED "h 9m .8 HONEYMFsnulT'� P J LOTS rD MUST 929 269 HONEv ExiuITE zo 1zs) REMovco 3Da33 \ O \ 34.2 OSAGE-ORANGE 25 19E3 REMOVEDD S H I E L D > DEVELOPERIOWNER ENGINEERISURVEYOR 9)8 S0.2 OSAG&ORANGE 18 1018 REMOVED FORESTARIUSA) SHIELD ENGINEERING GROUP, PLLC 985 28.5 OSAGE-ORANGE 25 1963 REMOVED T �98] OO REAL ESTATE GROUP, INC. IWO WEST)TH STREET, SUITE 200 1 98] ..1 CSAGE-ORANGE 25 NM REMOVED E 85 / 222I E LAMAR BLVD, SUITE ]90 FORT WORTH, TX ]81G2 1m3 n e osAGE-ORANGE 25 1963 aEMov6D ARLINGTON, T%76006 8f)A10 6 lllll 2914 OSAGE-ORANGE 2s 1963 REMOVED ENGINEERING GROUP 817-533-60fi0 1024 25.5 OSAGFORANGE 20 1257 REMOVED PFl NRM YFIIW9 lFHR NYM Y101 E 4 \ _TREE#1841 ion NR OSAGE-ORANGE 25 is. REMOVED pYM RO T W\1 n �- OTREE#1%6 TR #2014\I O O Op0L 11 STREET K STREET A A ��,-_. TREE#161]1 TREE #1856 �- -- 'R14 E1= 1111�� 111 � 11111�!ll`u I��IQIIIQIIQ01� ��IIIIIIIII�i1i�� -�- , o o 15D 30o 4. GRAPHIC SCALE IN FEET CITY OF FORT WORTH, TEXAS COHIX URBAN FORESTRY EXHIBIT PHASE 2 x DRAWN DESIGNED ._ 1CA150 (DATE APR 2021 SHEET: OF2 0 Use the following tables: * * * * If Significant Trees on site, complete chart on page 2 first. Net Urban Forestry Area (phase 1 and 2) Calculation Square Feet Acres A I Gross area of property (or artificial lot) I 5,599,598 128.55 B I Regulated utility easements and other deductable areas I 1,752,035 40.22 C I Net Urban Forestry Area (A-B) I 3,847,563 88.33 Required Tree Canopy Area (phase 2) Minimum CanoDv Coverage Requirement: Commercial/Institutional/Public Project (30%) D Industrial (20%) Agricultural (0%) Urban Ag (30%) Residential (40%)/ New Subdivision Option (25%) Multifamily (50% of open space requirement) Mixed Use/Urban Residential Zoned site (5%) E Additional 5% if using preservation method B ("protected trees") F Total required canopy coverage for site (including mitigation) Preservation/Retention of Existing Canopy (phase 1 and 2) G I Existing tree canopy within net urban forestry area H If seeking approval for phase 1 only, then preserve a minimum of 50% canopy and stop after completing line M. I I Preservation requirement (25%) J I Additional 5% if using preservation method B ("protected trees" K Additional preservation option for mitigation of significant tree removal (only if removing significant trees - see pg 2) L Total preservation requirement M I Area of existing canopy preserved N Total preservation credit toward planting New Tree Planting (phase 2) 0 I Required new planting coverage P I 902 large canopy trees @ 2000 sq ft per tree Q 0 medium canopy trees @ 700 sq ft per tree R 0 small canopy trees @ 100 sq ft per tree S I Total Planting Cx%) (C x .05) (D+E+ff+gg) (G x .5) (G x .25) (G x .05) (ff) ((H or 1)+J+K)) (M + dd) (F —M -dd) (Qty x 2000) (Qty x 700) (Qty x 100) (P+Q+R) Parking Areas: 1 or 2 family residential are exempt (phase 2) T I Area of parking U I Required canopy coverage of parking areas (40%) (T x .40) V I Area of canopy coverage being provided for parking --+ W I Excess/deficient parking canopy (V-U) 961,891 22.08 192,378 4.42 1,806,432 41.47 7,785 0.18 1,946 0.045 389 0.08S 2,335 2,516 12,717 1,793,715 1,804,000 1,804,000 0.054 0.058 0.29 41.18 41.41 41.41 Fulfillment of Requirements (phase 2) X I Total required canopy coverage for site (F) 1,806,432 41.47 Y I Provided canopy coverage (M+S+dd) 1,816,717 41.71 Z I Excess/deficient overall canopy (y-X) 10,285 0.236 1 Significant Trees as All Post Oaks/Blackjack Oaks > 18" dbh (if east of 1-35) bb All other trees > 27" dbh (regardless of species or location) cc Total of Significant Trees to be preserved dd Significant Tree preservation credit ee Total of Significant Trees to be removed Significant Tree Removal Mitigation Options Preservation of existing canopy 1.5X the canopy of removed ff significant trees in exceess of required canopy OR Planting additional trees 5X the canopy of removed significant trees in gg excess of required canopy OR Payment into Tree Fund for total dbh inches of significant trees removed @ $300 per inch dbh DBH Canopy Calculation (inches) Area (SF) 3,340 150,834 323 20,402 (cc sf x 0.5) 10,201 as + bb - cc 3,017 130,433 652,163 N/A N/A N/A Provide tree survey data in table below or equivalent. Use of the Excel Tree Data & Calculations spreadsheet is recommended for sites with numerous trees, particularly if there are multiple significant trees. You may obtain a copy of the spreadsheet from urban forestry staff at urbanforestry@fortworthtexas.gov. Canopy may be recorded as a combined total for clustered trees if preservation status is the same for all trees within cluster. If canopy data is estimated from aerials, you must still individually identify all existing significant trees. Tree Survey Data DBH Canopy Preserved / Significant Mitigation Tree # Common name or species 2 Exclusions Comments (in) Area (ft) Removed (Y or No) Method * * Mitigation options for removal of significant trees are: additional preservation, additional planting, or payment into City of Fort Worth Tree Fund 2 SIGNIFICANT TREE LEGEND (27+ DIAMETER) CANOPY TREE DIAMETER CANOPY TYPE RADIUS NO. (IN) (SF) ( 26 31.6 HONEY MESQUITE 15 707 REMOVED 31 30.7 HONEY MESQUITE 15 707 REMOVED 32 35.5 OSAGE-ORANGE 20 1257 REMOVED 33 27.8 HONEY MESQUITE 18 1018 REMOVED 34 28.3 HONEY MESQUITE 18 1018 REMOVED 35 29.1 HONEY MESQUITE 20 1257 REMOVED 50 34.5 HONEY MESQUITE 30 2827 REMOVED 53 27.8 HONEY MESQUITE 30 2827 REMOVED 55 35.2 HONEY MESQUITE 20 1257 REMOVED 60 35.6 HONEY MESQUITE 18 1018 REMOVED 71 29.5 HONEY MESQUITE 15 707 REMOVED 72 28.1 HONEY MESQUITE 15 707 REMOVED 74 31.2 HONEY MESQUITE 20 1257 REMOVED 75 34.2 HONEY MESQUITE 18 1018 REMOVED 78 27.2 HONEY MESQUITE 20 1257 REMOVED 83 34.2 AMERICAN ELM 12 452 REMOVED 89 30.3 HONEY MESQUITE 18 1018 REMOVED 102 29.8 HONEY MESQUITE 30 2827 REMOVED 134 34.2 OSAGE-ORANGE 20 1257 REMOVED 138 48.4 OSAGE-ORANGE 20 1257 REMOVED 167 30.1 HONEY MESQUITE 20 1257 REMOVED 178 35.6 HONEY MESQUITE 20 1257 REMOVED 193 27 HONEY MESQUITE 12 452 REMOVED 194 33.5 HONEY MESQUITE 18 1018 REMOVED 197 28.8 OSAGE-ORANGE 15 707 REMOVED 216 46 OSAGE-ORANGE 9 254 REMOVED 225 28.4 HONEY MESQUITE 12 452 REMOVED 229 27.8 HONEY MESQUITE 18 1018 REMOVED 231 27.8 HONEY MESQUITE 15 707 REMOVED 265 29.4 OSAGE-ORANGE 15 707 REMOVED 285 29.8 OSAGE-ORANGE 18 1018 REMOVED 291 28.2 OSAGE-ORANGE 15 707 REMOVED 380 31 OSAGE-ORANGE 20 1257 REMOVED 487 32.4 OSAGE-ORANGE 10 314 REMOVED 538 28.4 OSAGE-ORANGE 8 201 REMOVED 570 29.2 HONEY MESQUITE 15 707 REMOVED 576 27.4 HONEY MESQUITE 18 1018 REMOVED 580 27.2 HONEY MESQUITE 15 707 REMOVED 596 30.4 OSAGE-ORANGE 20 1257 REMOVED 681 32.4 HONEY MESQUITE 15 707 REMOVED 704 29 OSAGE-ORANGE 20 1257 PRESERVED 737 27.3 OSAGE-ORANGE 12 452 REMOVED 750 33.5 HONEY MESQUITE 25 1963 REMOVED 758 31.5 HONEY MESQUITE 30 2827 REMOVED 760 28.9 OSAGE-ORANGE 20 1257 PRESERVED 771 33.5 HONEY MESQUITE 38 4536 PRESERVED 861 28.5 HONEY MESQUITE 15 707 REMOVED 866 32 HONEY MESQUITE 18 1018 REMOVED 885 28.5 HONEY MESQUITE 20 1257 REMOVED 907 29.8 HONEY MESQUITE 20 1257 REMOVED 929 26.9 HONEY MESQUITE 20 1257 REMOVED 967 34.2 OSAGE-ORANGE 25 1963 REMOVED 978 30.2 OSAGE-ORANGE 18 1018 REMOVED 985 28.5 OSAGE-ORANGE 25 1963 REMOVED 987 33.5 OSAGE-ORANGE 25 1963 REMOVED 1003 27.4 OSAGE-ORANGE 25 1963 REMOVED 1011 29.6 OSAGE-ORANGE 25 1963 REMOVED 1024 28.5 OSAGE-ORANGE 20 1257 REMOVED 1025 26.9 OSAGE-ORANGE 25 1963 REMOVED 1061 31.4 OSAGE-ORANGE 25 1963 REMOVED 1066 28.2 OSAGE-ORANGE 25 1963 REMOVED 1080 27.8 OSAGE-ORANGE 25 1963 REMOVED 1090 28.9 OSAGE-ORANGE 25 1963 REMOVED 1104 30.2 OSAGE-ORANGE 25 1963 REMOVED 1107 32.5 HONEY MESQUITE 25 1963 REMOVED 1123 32.6 OSAGE-ORANGE 15 707 REMOVED 1128 27.1 OSAGE-ORANGE 15 707 REMOVED 1129 28.9 OSAGE-ORANGE 15 707 REMOVED 1141 30.4 OSAGE-ORANGE 25 1963 REMOVED 1145 29.1 OSAGE-ORANGE 15 707 REMOVED 1164 32 OSAGE-ORANGE 12 452 REMOVED 1166 29.7 OSAGE-ORANGE 15 707 REMOVED 1222 32.6 OSAGE-ORANGE 25 1963 REMOVED 1224 36.5 OSAGE-ORANGE 25 1963 REMOVED 1225 27.6 OSAGE-ORANGE 18 1018 REMOVED 1249 29.4 OSAGE-ORANGE 25 1963 REMOVED 1260 28 BLACK WILLOW 10 314 REMOVED 1296 31.5 OSAGE-ORANGE 25 1963 REMOVED 1454 28.2 OSAGE-ORANGE 12 452 REMOVED 1456 29.8 OSAGE-ORANGE 12 452 REMOVED 1458 29.6 OSAGE-ORANGE 12 452 REMOVED 1475 27.5 OSAGE-ORANGE 15 707 REMOVED 1484 29.8 OSAGE-ORANGE 15 707 REMOVED 1502 30.4 OSAGE-ORANGE 15 707 PRESERVED 1521 28 OSAGE-ORANGE 18 1018 REMOVED 1544 31.3 OSAGE-ORANGE 20 1257 REMOVED 1550 28.2 OSAGE-ORANGE 15 707 REMOVED 1553 29.3 HONEY MESQUITE 30 2827 REMOVED 1595 28.4 OSAGE-ORANGE 20 1257 REMOVED 1597 30.4 OSAGE-ORANGE 30 2827 REMOVED 1611 27.9 OSAGE-ORANGE 20 1257 REMOVED 1659 28.4 OSAGE-ORANGE 25 1963 REMOVED 1668 27.9 OSAGE-ORANGE 22 1521 REMOVED 1707 36.1 OSAGE-ORANGE 30 2827 REMOVED 1751 29.9 HONEY MESQUITE 25 1963 REMOVED 1792 28.7 OSAGE-ORANGE 25 1963 REMOVED 1814 30.4 HONEY MESQUITE 25 1963 REMOVED 1841 30.4 OSAGE-ORANGE 25 1963 PRESERVED 1887 29.4 OSAGE-ORANGE 30 2827 REMOVED 1900 26.9 OSAGE-ORANGE 20 1257 REMOVED 1914 35.2 OSAGE-ORANGE 25 1963 REMOVED 1917 29.9 OSAGE-ORANGE 25 1963 REMOVED 1927 32.6 OSAGE-ORANGE 25 1963 REMOVED 1996 32 BLACK WILLOW 25 1963 PRESERVED 2002 28 BLACK WILLOW 25 1963 PRESERVED 2034 29.7 HONEY MESQUITE 25 1963 PRESERVED 3079 32.7 HONEY MESQUITE 25 1963 PRESERVED 3106 47.9 HONEY MESQUITE 30 2827 PRESERVED 11477 28.4 HONEY MESQUITE 20 1257 REMOVED TOTALS 3,340 150,834 323 20,402 PRESERVED 3,017 130,433 REMOVED Large Trees Site Credit Spacing Notes Species Pecan 2,000 sqft 40 ft # Carya illinoinensis Deodar Cedar 2,000 sqft 40 ft Cedrus deodara Green Ash 2,000 sqft 40 ft Fraxinus pennsylvanica Southern Magnolia 2,000 sqft 40 ft # Magnolia grandiflora Bur Oak 2,000 sqft 40 ft * Quercus macrocarpa Chinquapin Oak 2,000 sqft 40 ft Quercus muhlenbergii Shumard Oak 2,000 sqft 40 ft # Quercus shumardii Texas Red Oak 2,000 sqft 40 ft Quercus buckleyi Live Oak 2,000 sqft 40 ft * Quercus virginiana American Elm 2,000 sqft 40 ft Ulmus americana Cedar Elm 2,000 sqft 40 ft * Ulmus crassifolia Lacebark Elm 2,000 sqft 40 ft Ulmus parvifolia Medium Trees Site Credit Spacing Notes Species Caddo Maple 700 sqft 25 ft * Acer barbatum var. Caddo Bigtooth Maple 700 sqft 25 ft * Acer grandidentatum Common Persimmon 700 sqft 25 ft Diospyros virginiana Texas Ash 700 sqft 25 ft Fraxinus texensis Ginkgo 700 sqft 25 ft Ginkgo biloba Kentucky Coffeetree 700 sqft 25 ft Gymnocladus dioicus Eastern Red -Cedar 700 sqft 25 ft * Juniperus virginiana Golden Raintree 700 sqft 25 ft Koelreuteria paniculata Eldarica (Afghan) Pine 700 sqft 25 ft * Pinus eldarica Italian Stone Pine 700 sqft 25 ft Pinus pinea Chinese Pistache 700 sqft 25 ft * Pistacia chinensis Honey Mesquite 700 sqft 25 ft * Prosopis glandulosa Blackjack Oak 700 sqft 25 ft * Quercus marilandica Monterrey (Mex. White) Oak 700 sqft 25 ft * Quercus polymorpha Western Soapberry 700 sqft 25 ft * Sapindus drummondii Pond Cypress 700 sqft 25 ft Taxodium ascendens Bald Cypress 700 sqft 25 ft * Taxodium distichum Small Trees Site Credit Spacing Notes Species Japanese Maple 100 sqft 8 ft # Acer palmatum Common Button -bush 100 sqft 8 ft Cephalanthus occidentalis Redbud 100 sqft 8 ft * Cercis canadensis Desert Willow 100 sqft 8 ft * Chilopsis linearis Rough -leaf Dogwood 100 sqft 8 ft # Cornus drummondii Texas Persimmon 100 sqft 8 ft * Diospyros texana Carolina Buckthorn 100 sqft 8 ft # Frangula caroliniana Yaupon Holly 100 sqft 8 ft * Ilex vomitoria Deciduous Holly 100 sqft 8 ft Ilex decidua Creape Myrtle 100 sqft 8 ft * Lagerstroemia indica Mexican Plum 100 sqft 8 ft * Prunus mexicana White Shin Oak 100 sqft 8 ft * Quercus sinuata var. breviloba Flameleaf Sumac 100 sqft 8 ft * Rhus lanceolata Eve's Necklace 100 sqft 8 ft * Sophora affinis Mexican Buckeye 100 sqft 8 ft * Ungnadia speciosa Rusty Blackhaw 100 sqft 8 ft Viburnum rufidulum * Drought tolerant species # Not recommended for parking lots or high heat areas FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval IModel INational Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) ' ` 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM D2240/D412/1)792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1126199 33 05 13 HOPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System er - a1V1 Tors & Bases/Fiberglass 33-39-13 (1/8/13 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowti[e ASTM 3153 Non -traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area 1 EI Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) 1 33 05 13 IMaoholc Frames and Covers 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 Iron Works Inc. A 24 AM 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia. 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. 01/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASFITO M306-04 30" Dia. 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH165IFWN & MH16502 30" Dia 07/19/1 t 3305 13 30" Dia. MH Ring and Cover Star Pipe Products NIH32FTWSS-DC 30" Dia 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 ASSFITO MI 05 & ASTM A536 30" Dia 1 06/01/17 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. CAP-ONE-30-FTW, Composite, w/ Lack 0111111 33 OS 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hmg 30" Dia. 10/07/21 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/1� 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. * 3305 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers (SIP)Semmpore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. wer - Manholes & Bases/Precast Concrete (2ev 33 39 10 Manhole, Precast Concrete 1/8/13 Hydro Conduit Corp SPL Item 449 ASTM C 478 41" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. hic. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 10/27/06 33 39 10 Manhole, Precast Concrete Oldeastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring 06/09/10 33 39 10 Manhole, Precast (Reinforced PolymeriCo tcrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 1 10/07/21 33 3920 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas ASTM C-478; ASTM C-923; 03/07/23 33 3920 Manhole, Precast Concrete AmeriTex Pi a and Products, LLC 48" & 10" I.D. Manhole w/32" Cone ASTM C-443 03/07/23 33 3920 IManhole, Precast (Reinforced Pol er) Concrete P3 Polymers, RockHards 48" & 60" I.D. Manhole w/32" Cone 04/28/07 IManholc, Precast (Reinforced Polymer) Concrete Amitcch USA Meyer Polycrete Pipe Eater & Sewer - Manholes & Bases/Rehab Svstems/Cementitious — EI-14 Manhole Rehab Systems Quadex 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc. Relmer MSP E1-14 Manhole Rehab Systems AP/M Permaform 4120101 E I-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 EI-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Mise. Use * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approv pec No./ IManufacturer Model1. National Spec Water &Sewer - an o es Bases/Rehab Svstems/NonCementitiousI mmmmw` 05/ 00/96 E1-14 Manhole Rehab Systems Sprayroa, Spray Wall Polyurethane Coating ASTM D639/D790 I 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) Structures Only I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications » v�33 nu�pP�ooung aPi ay��e.,eaaigolloull- x `Structures 03/19/18 I 39 20� Coating for Corrosion orotection(Exterim) Sherwin Williams Grade (Asohatic Emulsion) Only I 33 05 13 Manhole Insert ME Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. I * 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. I I * 3305 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. I I 09/23/96 3305 13 Manhole Insert Scuthwestcon Packing & Seals, Inc. Lifesaver - Stainless Steel For 24" dia. I I 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia I I 7111 ara e�Sewer - Pine Casim Spacers 33-05-24 (07/01/13) I 04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI IO2/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI I04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers I09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" I09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Cmin Spacers Up to 48" I 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainleas Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Nonyressme Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 PEW I Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/13) I * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 3" thrn 24" OS/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" thrn 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 4" thin 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AW WA C150, C151 I Water & Sewer - Utility Line Marker (08/24/2018) I INEK I ewer - Coatinss/EDoxv 33-39-60 (01/08/13) I 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 21 ORS LA County 9210-1.33 I 12/14/01 Epmv Lining System Ertech Technical Coatings Ertcch 2030 and 2100 Series I I 04/14/05 Interim Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only I I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications I I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications I I INNE Sewer - Coatings/Polvurethane I I Sewer - Combination Air Valves I I 05/25/18 I 33-31-70 Air Release Valve A.R.I. USA, Inc. D121LTP02(Compwite Body) 2" I I Sewer - PiDes/Concrete I I E I-04 Conc, Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 I E I-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 I IE I-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL item ASTM C 76 I IE I-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 I I Sewer - Pine Enlargment Svstem (Method)33-31-23 (01/18/13). I PIM Corporation Polyethylene PIM Corp., Fiscal, Way, N.J. Approved Previously �Plmswim McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously I TRS Systems Treachless Replacement System Polyethylene Calgary, Canada Approved Previously I I Sewer- PiDe/Fibere as)x s Wnforced/33-31-13(1/8/13) I Hobas Pipe USA, Inc. Hobas Pipe (Non -Pressure) ASTM D3262/D3754 I 7/21 /97 33 31 13 Cent. Cast Fiberglass (FRP) I 03/22/10 33 31 13 Fiberglass It,. (FRP) Ameroa Bondstrand RPMP Pipe AST-.3262-3154 I 04/09/21 33 31 13 Glass -Fiber Reinforced Polviner Pipe FRP Thompson Pie Group Thompson Pipe Flowtite ASTM D3262/D3754 03/07/23 3331 13 Fiberglass Pioe (FRP) Future Pine Industries Fiberstron¢ FRP ASTM D3212. ASTM D3681. ASTM D4161. AW WA M45 Sewer - PiDe/Polvmer Pine 4/14/OS Polvmer Modified Concrete Pioe Amnech USA Mover Polycrete Pipe ASTM C33, A276, F477 8" tp 1112", Class V I06/09/10 El-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pioe ASTM C-76 I I I �PiDes/HDPE 33-31-23(1/8/13) * From Original Standard Products List FORT WORTH® Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 1S inch diameter shall be approved for use by the Water Department on a proiect specific basis. Special bedding may be required for some Updated: 03/07/2023 I ' ihdsity polyethylene pipe Phillips Dnswpipe, Inc Opticore Ductile Polyethylene Pipe ASTM D 1248 8" I * High -density polyethylene pipe �I'ii�gh_d_msitv PIexco Inc. ASTM D 1248 8" * High -density polyethylene pipe Polly Pipe, Inc. ASTMD 1248 8" polyethylene pipe CSR Hydro CondmUPipelme Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-1� DR -Id PVC Pressure Pipe Apelife Jetstream PVC Pressure Pipe AWWA 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" thin 12" 33-31-20 PVC Sewer Pipe 1-M Manufacturing Co., Inc. (JM Eagle) SDR-26 ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 ASTM D 3034 4" thin 15" * 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thin 15" 01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thin 15" 11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27" * 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) SDR 26/35 PS 115/46 ASTM F 679 18" - 28" 09/11/12 33-31-20 PVC Sewer P�Re P,qq life Jet Stream SDR-26 and SDR-35 ASTM F-679 18" 05/06/05 33-31-20 PVC Sohd Wall Pipe Doamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 11" * 33-31-20 PVC Sewer Fittings Plastic Trends, Ina.(Westlake) Gasketed PVC Sewer Main Finings ASTM D 3034 1 3/19/2018 33 3120 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24" 1 3/19/2018 33 3120 PVC Sewer Pre Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15" 1 3/29/2019 33 3120 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034/F-679 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 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26/35 PS 115/46 ASTM F-679 18"- 36" * _ Cured in Place I'm In if— Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pipe National Envionech Group National Liner, (SPL) Item #27 ASF-1216/D-5813 05/29/96 Cured in Place Pipe Remolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216 Sewer - Pioes/Rehab/Fold & Form Fold and Form Pipe Cullum Pipe Systems, Inc. 11/03/98 Fold and Form Pipe Insimfimn Technologies, Inc. Insim "NuPIPe" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultralmer Ultraliner PVC Alloy Pipeliner 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 Prot -de Larixe Diameter i 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) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SamTite HP Triple Wall Pipe ASTM F 2764 30" to 60" 05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72" * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval Spec I on 1W Manufacturer Model1. National Spec Water - Aoour�enancesgig -10 (07/Ol/13)qM Pr Ol/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 Blair 4317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Stra Service Saddle Mueller Company DR2S Double SS Stra DI Saddle W AWWA C800 1"-2" SVC, u to 24" Pipe 03/07/23 33-12-10 Double Soup Service Saddle Powerseal 3450AS, Inc. Corp. Stop, Dbl Spur, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 610UM, 6100TM and 6101M 1 h" and 2" FB600-7NL, FB1600-7-NL, FV23-777-W-NL, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. -2-7-L AWWA C800 2" FB600-6-NL, FB1600-6-NL, FV23-666-W- 1111018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, L22-66NL AWWA C800 1-1/2" FB600-4-NL, FB1600-4-NL, Bt 1-444-WR- 1111018 33-12-1. Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, B22444-WR-NL, L28-44NL AWWA C800 I " 13-25000N, B-24277N-3, B-20200N-3, H- AWWA C800, ANSF 61, 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSI/NSF 372 _ B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSF 61, 1111.1. 33-12-1. Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-112" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 I" 01/26/00 Coated Tapping Saddle with Double SS Straps 1CM Industries, Inc. 4406 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 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics lnc. DFW37C-12-lEPAFFTW Plastic Meter Box w/Composite Lid DFW Plastics lnc. DFW39C-12-lEPAFFTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF 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 and Gaskets r Water - Combination Air Release 33-31-70 (01/08/13) 1 E I -I I Au Release Valve GA Industries, Inc. Empve Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" &W21' * EI-11 [ourbiration ombmation Au Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2" EI-11 ombination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3" Water 4WRarrel Fire Hvdrant 10/Ol/87 E-1-12 Dry Barrel Fire Hydrant American -Darting Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 0.1.7 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 t0/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurion AW WA C-502 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMastu 5CD250 I 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval IModel INational Water -Pines/PVC(Pressure Waterl33-31-70(01/08/13) W MEL M` —AL I 01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 ASTM D1784 V-12" I I 3/19/2018 33 11 12 PVC Pressure Pipe Pinelife Jet Stream DR14 AWWA C900 4"-12" I I 3/19/2018 3311 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" I I 5/25/2018 3311 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" I 5/25/2018 3311 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" AWWA C900-16 UL 1285 12/6/2018 3311 12 PVC Pressure Pipe J-M Manufacnrring Co., Inc d/b/a JM Eagle DR 14 ANSI/NSF 61 4"-28" FM 1612 12/6/2018 3311 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 ° 16"-24" 9/6/2019 3311 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Weatlake) DR18 AWWA C900 16"-24" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"-12" 9/6/2019 3311 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" I Water - Pines/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) I 77/1/107/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Finings AW WA C153 & C110 I * EI-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittiq @ AWWA C 110 I * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Unlmes Division Mechanical Joint Finings, SSB lass 350 AWWA C 153, C 110, C III I 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Finings, SSB Class 351 AWWA C 153, C 110, C 112 I 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Finings AW WA C153 4"-12" I 05/14/98 E1-07 Ductde Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AW WA C111/C153 4" to 36" I 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/C153 4" to 24" I 11/09/04 E1-07 Ductde Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" I I 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C116/C153 4" to I" I I 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, hic. Megalug Series 2000 (for PVC Pipe) AWWA C111/C116/C153 4" to 24" I I 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AW WA C111/C153 4" to 10" I I 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA CI11/C153 4" to 12" I I 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA C111/C153 12" to 24" I I 08/10/98 E1-07 MI Fiffir IP) Sigma, Co. Sigma One-Lok SLDE AW WA C153 4" - 24" I I 10/12/10 E1-24 Interim Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" I I 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore) Mechanical Joint Fittings AW WA C153 4" to 24" I I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AW WA CI I I I I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stmgrip Series 3000 ASTM A536 AW WA CI I I I EZ Grip Joint Restraint (EZD) Black For DIP 03/19/18 33-1141 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 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) DRl4 PVC Ape ASTM A536 AW WA CI I I 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) �` vuP, V11i. nn, oa„ �,.1.�`VJ nGLL �V1 �J°✓ ASTM A536 AW WA CI11 16"-24" I �ffk/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15). I Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" I 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" I I 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" I I 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" I I 10/24/00 E1-26 Resilient Wedge Gate Valve American Plow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" I I 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" I I 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seeded GV AWWA C509 4" to 12" I I01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller I I * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" I I E1-26 Resilient Seated Gate Valve M&H 4" - 12" I I * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" I I 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" I I 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller I 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AW WA C515 30" and 36" I 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AW WA C515 42" and 48" I 01/28/88 EI-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" I 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AW WA C515 16" I 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AW WA C515 24" and smaller I 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 Resilient We Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Nora 3) 05/08/91 E1-26 Resilient Seat Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" I E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Meinesea1250, regwremerts SPL #74 3" to 16" 11/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) EJ F1owMa uer Gat. Valve & Box.s 08/24/18 I Mateo Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" I * From Original Standard Products List FORT WORTH® Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 1S inch diameter shall be approved for use by the Water basis. for some Updated: 03/07/2023 I * E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AW WA C-504 24" I * E1-30 Rubber Seated ButterFly Valve Mueller Co. AW WA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve De ik Valves Co. AW WA C-504 24" and larger 06/12/03 E1-30 Valmatm American Butterfly Valve Valmanc Valve and Manufacturing 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 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AW WA C504 Butterfly Valve AW WA C-504 30"-54" Water�ne Encasement 33-11-10 (01/08/13) 05/12/OS EI-13 Polyethylene Encasment Fl-aol Packaging Fulton Enterprises AW WA C105 8 mil LLD 05/12/05 EI-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AW WA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD Water - Samolint= Station 03/07/23 33 12 50 Iwatcr Sam lin Station I Eclipse Number 88, 12-inch Depth of Bur As shown in spec. 33 12 50 ot/21/20 Water - Automatic Flusher Automated Flushing System Mueller Hydrogaud HG2-A-IN-2-PVC-018-LPLG(Permanent) 04/09/21 Automated Flushing System Kupf le Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupf le Foundry Company Eclipse 99700 (Portable) * From Original Standard Products List FORT WORTHS; CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 06/27/2023 Approval Spec No. Concrete Classification Manufacturer Model No. National Spec 9/9/2022 03 30 00 Mix Design American Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps 9/9/2022 03 30 00 Mix Design American Concrete Company OIJAF382 1000 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design American Concrete Company 40CNF065 4000 psi Concrete for Manholes & Utility Structures 9/9/2022 03 30 00 Mix Design American Concrete Company 45CAF076 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos DIOOO0001737 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos DIOOO0001791 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos DIOOO0001793 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos 1310000001103 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D IOOO0002107 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos DIOOO0001273 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos DIOOO0001617 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Argos DIOOO0008381 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Argos DIOOO0009857 50 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Argos DIOOO0001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter 9/9/2022 03 30 00 Mix Design Argos DIOOOOO1043S 3000 psi Concrete for Sidewalks, Curbs 9/9/2022 03 30 00 Mix Design Argos DIOOOOO1565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Mix Design Argos DIOOOOO1615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 9/9/2022 03 30 00 Mix Design Argos DIOOO0001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 9/9/2022 03 30 00 Mix Design Argos DIOOO0001083S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 9/9/2022 03 30 00 Mix Design Argos DIOOO0001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 9/9/2022 03 30 00 Mix Design Argos DIOOO0001685 4000 psi Concrete for Valve Pads 9/9/2022 03 30 00 Mix Design Argos DIOOO0005751 750 Psi Concrete Base for Trench Repair 9/9/2022 03 30 00 Mix Design Argos D 1000000 16814000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 9/9/2022 03 30 00 Mix Design Big D Concrete 7SKGRT 3000 psi Concrete for Grouting 9/9/2022 03 30 00 Mix Design Big D Concrete 14500AE 4500 psi Concrete for High Early Strength Paving 5/2/2023 32 13 13 Mix Design Big D Concrete CM14520AE 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Big Town Concrete 452065-1 4500 psi hand placed paving 9/9/2022 03 30 00 Mix Design Big Town Concrete 450065-1 4500 psi hand placed paving 9/9/2022 03 30 00 Mix Design Borneo Texas 45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures 9/9/2022 03 30 00 Mix Design Butnco Texas 40U553BG 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Borneo Texas 55U120AG 4000 psi Concrete Mix for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Butnco Texas 30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Bumco Texas 30U1O1AG 3000 psi Concrete Mix for Flatwork 9/9/2022 03 30 00 Mix Design Bumco Texas 30U500BG 3000 psi Concrete Mix for Blocking, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Bumco Texas 40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls 9/9/2022 03 30 00 Mix Design Bumco Texas 36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Bumco Texas O8Y450BA 800 psi Concrete Mix for Base for Trench Repair 9/9/2022 03 30 00 Mix Design Bumco Texas O1Y690BF 100 psi Concrete Mix for Flowable Fill 4/1/2023 03 34 16 Mix Design Bumco Texas 10YH50BF 1000 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC602021 4500 psi concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC552091 3600 psi for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC602091 3600 psi for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC359101 Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Carder Concrete FWFF237501 Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 9/9/2022 03 30 00 Mix Design Charley's Concrete 4142 3600 psi Concrete for Curb Inlets, Junction Boxes 9/9/2022 03 30 00 Mix Design Charley's Concrete 4518 4000 psi Concrete for Headwalls, Wingwalls 9/9/2022 03 30 00 Mix Design Charley's Concrete 5167 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Charley's Concrete 4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes 9/9/2022 03 30 00 Mix Design Charley's Concrete 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 9/9/2022 03 30 00 Mix Design Charley's Concrete 4502 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Charley's Concrete 3759 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Charley's Concrete 1502 150 psi Concrete for Flowable Fill-CLSM 9/9/2022 03 30 00 Mix Design Charley's Concrete 1518 150 Psi Concrete for Flowable Fill-CLSM 9/9/2022 03 30 00 Mix Design Charley's Concrete 5642 4000 psi Concrete for Storm Drain Structures 9/9/2022 03 30 00 Mix Design Charley's Concrete 6595 5000 psi Concrete Mix for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Charley's Concrete 6589 4500 psi Concrete Mix for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Chisholm Trail Redi Mix C13020AE 3000 psi Concrete for Driveways, Curb & Gutter 9/9/2022 03 30 00 Mix Design City Concrete Company 11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM FORT WORTH: CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 06/27/2023 Approval Spec No. Classification Manufacturer Model No. National Spec Concrete (Continued) 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA25II 3000 psi Concrete for Rip -Rap 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads 9/9/2022 03 30 00 Mix Design City Concrete Company 45NG25II 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design City Concrete Company 50QG25II 3600 psi Slurry Displaced Drilled Shaft 9/9/2022 03 30 00 Mix Design City Concrete Company 45NA20II 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36JAOOIJ 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 40LA2011 4000 psi Concrete Mix for Storm Drain Structures 11/16/2022 03 30 00 Mix Design City Concrete Company CLNG25II 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 5/5/2023 03 30 00 Mix Design City Concrete Company CCNA25OAG 3600 psi Concrete for Drilled ShaftsLighting and Traffic Signal Foundations 5/5/2023 03 30 00 Mix Design City Concrete Company CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9 70 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9-5-2 70 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 230-8 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 330-58 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-1 3600 psi Concrete Mix for Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 264-N 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 366 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-INC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 375-NC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix for Manholes and Drainage Structures 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 257 3600 psi Concrete mix for Valley Gutters 11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 34 13 13 Mix Design Cow Town Redi Mix 260-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 35 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 357 3600 psi Concrete Mix for Valley Gutters 6/21/2023 03 30 00 Mix Design Cow Town Redi Mix 360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation 1/18/2023 03 30 00 Mix Design Cow Town Redi Mix 380-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Stoma Drain Structures 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCHVS 4000 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4500 4500 psi Concrete Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-10MQS50N 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 4/7/2023 03 30 00 mix Design Ingram Concrete & Aggregates 1 OLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1551 3000 psi Concrete Mix for Blocking FORT WORTH; CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 06/27/2023 Classification Manufacturer Model No. National Spec Concrete(Continued) 9/9/2022 03 3000 Mix Design Holcim - SOR, Inc. 5177 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1261 3000 psi Concrete Mix for Sidewalks 9/9/2022 4 30 00 Mix Design Holcim - SOR, Inc. 2125 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes, Junction Box 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5507 4500 psi Concrete Mix for Hand Placed Paving 12/15/2022 3 3000 Mix Design Holcim - SOR, Inc. 3741 100 psi concrete for flowable filFCSLM 9/9/2022 04 30 00 Mix Design Holcim - SOR, Inc. 5017 200 psi Concrete for Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving 12/5/2022 4 30 00 Mix Design Holcim - SOR, Inc. 1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 4/7/2023 03 30 00 Mix Design Liquid Stone C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways. 4/27/2023 03 30 00 Mix Design Liquid Stone C361DNFA 3,600 psi Concrete for Retaining wall, driveway, junction box apron, approach 4/7/2023 03 30 00 Mix Design Liquid Stone C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 1/24/2023 03 30 00 Mix Design Liquid Stone C451DHR-A 4500psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta FLOW25A 50 psi Concrete for Flowable Fill/CLSM 9/9/2022 03 30 00 Mix Design Martin Marietta R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls 9/9/2022 03 30 00 Mix Design Martin Marietta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 11/2/2022 32 13 13 Mix Design Martin Marietta Q214IN27 4,000 psi Concrete for Machine Placed paving 11/2/2022 32 13 13 Mix Design Martin Marietta Q2141K30 4,000 psi Concrete for Machine Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 33 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 3413 13 Mix Design Martin Marietta R2146P36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Inlets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2141N24 4,000 psi Concrete for Sidewalks and Ramps 11/2/2022 32 13 13 Mix Design Martin Marietta R2141K24 4,000 psi Concrete for Sidewalks and Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta D9493SC 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2147241 4,500 psi Concrete for Hand Placed Paving 4/1/2023 32 1320 Mix Design Martin Marietta R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks 4/l/2023 03 30 00 Mix Design Martin Marietta R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck 4/1/2023 03 30 00 Mix Design Martin Marietta R2146033 4,000 psi Concrete for Riprap 4/7/2023 32 1320 Mix Design Martin Marietta R2136K14 3,000 psi concrete for sidewalks and ramps 4/7/2023 32 13 13 Mix Design Martin Marietta R216IK70 6,000 psi (3,000 psi @ 24 hrs.) for HES Paving 4/1/2023 03 30 00 Mix Design Martin Marietta 310LBP 3,600 psi Concrete for Retaining Walls 5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving 4/1/2023 03 30 00 Mix Design Martin Marietta R2141030 4,000 psi Concrete for Riprap FORT WORTH; CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 06/27/2023 Classification Manufacturer Model No. National Spec Concrete(Continued) 5/3/2023 03 3000 Mix Design Martin Marietta M7842344 4,000 psi Concrete for Bridge Deck 6/l/2023 32 1320 Mix Design Martin Marietta R2136R20 3,000 psi Concrete for Sidewalks and Ramps 6/1/2023 32 1320 Mix Design Martin Marietta R2136N20 3,000 psi Concrete for Sidewalks and Ramps 6/27/2023 03 30 00 Mix Design Martin Marietta U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations 6/27/2023 03 30 00 Mix Desaign Martin Marietta U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Trafic Signal Foundations 9/9/2022 32 1320 Mix Design NCS Redi Mix NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix for Curb Inlets 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-NY 3000 psi Concrete Mix for Curb Inlets 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi Concrete for Hand Placed Paving 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi Concrete for Strom Drain Structures 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5320A 3000 psi Concrete for Blocking 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRMS020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Rip Rap 9/9/2022 03 30 00 Mix Design Redi-Mix VOJ11524 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 34 13 Mix Design Redi-Mix FOCIO021 215 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OJ11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix 1OJ11504 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OL11504 3,600 psi Concrete Mix for Sidewalks, Curb & Gutter 9/9/2022 03 30 00 Mix Design Redi-Mix 10L11524 3600 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 9/9/2022 03 30 00 Mix Design Redi-Mix 1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 9/29/2022 03 30 00 Mix Design Redi-Mix IOL21524 4000 psi Concrete Mix for Manholes 9/9/2022 03 30 00 Mix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures 9/9/2022 03 30 00 Mix Design Redi-Mix 10L115E4 3600 psi Concrete Mix for Bridge substructures 9/9/2022 03 30 00 Mix Design Redi-Mix 156115134 4000 psi Bridge Slabs 9/9/2022 03 34 13 Mix Design Redi-Mix F35238VN 100 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Redi-Mix FOD138VM 100 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Redi-Mix 1 OJ11554 3000 psi Concrete Mix for Rip -Rap 9/9/2022 03 30 00 Mix Design Redi-Mix POG138K9 1000 psi Concrete Mix for Trench Repair Base Material 9/9/2022 03 30 00 Mix Design Redi-Mix 10K11524 3600 psi Concrete Mix for Encasement 9/9/2022 03 30 00 Mix Design Redi-Mix 1 ONI 1507 4500 psi (2600 psi (& 24 brs.) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 1ONI 1504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 50KI 1524 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OM115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OM11524 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OM11504 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 11/2/2022 03 30 00 Mix Design Redi-Mix 145P25P4 4500 psi Concrete for Storm Drain Structures 12/5/2022 03 30 00 Mix Design Redi-Mix 10KI15C4 3500 psi Concrete for Thrust Blocks, Valve Pads 12/5/2022 03 30 00 Mix Design Redi-Mix 156115C4 4000 psi Concrete for CIP Storm Drain Structures 12/5/2022 03 30 00 Mix Design Redi-Mix 10LI15C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall 5/15/2023 03 30 00 Mix Design Redi-Mix 80L115135 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 5/15/2023 03 30 00 Mix Design Redi-Mix 10NI15136 Slurry Displacement Shafts, Underwater Drilled shafts 9/9/2022 03 34 13 Mix Design SRM Concrete 30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter 9/9/2022 03 34 13 Mix Design SRM Concrete 40050 4,000 psi Concrete for Headwalls, Retaining Wall 9/9/2022 03 30 00 Mix Design SRM Concrete 35023 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40068 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 45000 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40326 4,500 (3,00 (& 3-days) psi Concrete for HES Paving 10/10/2022 03 30 00 Mix Design SRM Concrete 35000 3600 psi Concrete for Sewer Manholes 10/10/2022 03 30 00 Mix Design SRM Concrete 35300 3600 psi Concrete for Swere Manholes 9/9/2022 03 30 00 Mix Design SRM Concrete 35022 3,600 psi Concrete for Junction Box, Retaining Walls 9/9/2022 03 30 00 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Ramps, hilets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 2/10/2023 03 30 00 Mix Design SRM Concrete 50310 5,000 psi Concrete for HES Paving 1/13/2023 32 13 13 Mix Design SRM Concrete 45023 4,500 psi Concrete for Hand Placed Paving 5/5/2023 03 30 00 Mix Design SRM Concrete D100008553CB 4,000 psi Concrete for Bdridge Approach Slab, Deck Slab 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW60AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW7520AMR 4500 (3000 psi (& 3-days) psi Concrete HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6520AMR 4500 (3000 psi @ 3-days) psi HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5520AMP 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5320A 3000 psi Concrete Mix for Blocking 9/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF275 50-150 psi Flowable Fill - CLSM FORT WORTH; CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 06/27/2023 Classification Manufacturer Model National Concrete(Continued) No. Spec 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020A2 4000 psi Concrete Mix for Storm Drain Structures 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete CP5020A 3000 psi Concrete Mix for Curb and Gutter 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 9/9/2022 03 30 00 Mix Design Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 270.230 5000 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 9/9/2022 03 30 00 Mix Design Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations Asphalt Pavia -, 9/9/2022 32 1216 Mix Design Austin Asphalt FT5D137965 PG64-22 Type D Fine Surface 9/9/2022 32 1216 Mix Design Austin Asphalt DA513135965 PG64-22 Type D Fine Surface 9/9/2022 32 1216 Mix Design Austin Asphalt FT5B117965 PG64-22 Type B Fine Base 9/9/2022 32 1216 Mix Design Austin Asphalt FT1B139965 PG64-22 Type B Fine Base 9/9/2022 32 1216 Mix Design Austin Asphalt FT1B117.2 PG64-22 Type B Fine Base 9/9/2022 32 1216 Mix Design Reynolds Asphalt 1901D PG64-22 Type D Fine Surface 9/9/2022 32 1216 Mix Design Reynolds Asphalt 1112B PG64-22 Type B Fine Base 9/9/2022 32 1216 Mix Design Reynolds Asphalt 1612B PG64-22 Type B Fine Base 9/9/2022 32 1216 Mix Design Sunmount Paving 341DV6422 PG64-22 Type D Fine Surface 11/26/2022 32 1216 Mix Design Surmount Paving 340DV6422 PG64-22 Type D Fine Surface 12/5/2022 33 1216 Mix Design Sunmount Paving 3076BV6422 PG62-22 Type B Fine Base 9/9/2022 32 1216 Mix Design Surmount Paving 341-BRAP6422ERG PG64-22 Type B Fine Base 9/9/2022 32 1216 Mix Design TXBIT 37-211305-20 PG64-22 Type B Fine Base 9/9/2022 32 1216 Mix Design TXBIT 44-211305-17 PG64-22 Type B Fine Base 9/9/2022 32 1216 Mix Design TXBIT 211305 (1757) PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 222475 (1857) PG64-22 Type D Fine Surface 9/9/2022 32 1216 Mix Design TXBIT 29-222475-19 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 1-222475-20 PG64-22 Type D Fine Surface 9/9/2022 32 1216 Mix Design TXBIT 64-224125-18 PG70-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 12-222475-19 PG64-22 Type D Fine Surface Detectable Warning Surface 9/9/2022 32 1320 DW$ - Pavers Pine Hall Brick (Winston Salem, NC) Tactile Pavers 9/9/2022 32 1320 DWS - Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers 9/9/2022 32 1320 DWS - Composite Engineered Plastics, Inc. (Williamsville. Armor Tile 9/9/2022 32 1320 DWS - Composite ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver 4/7/2023 32 1320 DWS - Pavers ADA Solutions (Wilmington, MA) Detectable Warning Pavers Silicone Joint Sealant 9/9/2022 132 1373 Joint Sealant Dow 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 1373 Joint Sealant Tremco 900SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 1373 Joint Sealant Pecora 300SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 1373 Joint Sealant Crafco RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 Utili Trench Embedment Sand 9/9/2022 33 10 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33 FORT WORTHS; CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 06/27/2023 Classification Manufacturer Model No. National Spec Fram Cover and Grade Rines - Cast Iron** for Stormwater Structures 9/9/2022 330573 Manhole Frames and Covers Neena Foundry 32" Diameter Liftmate Water Manhole Gasketed Frame and Cover w/Longhorn Logo, Model No. NF-1743LT66 9/9/2022 3305 13 Manhole Frames and Covers Neena Foundry 32" Diameter Liftmate Sanitary Sewer Manhole Frame and Cover w/Longhorn Logo, Model No. NF-1743LT69 9/9/2022 3305 13 Manhole Frames and Covers SIP Industries 32" Diameter Fort Worth Sanitary Sewer Manhole Frame and Cover, Item No. NF-2280 9/9/2022 3305 13 Manhole Frames and Covers EJCO Ergo XL Assembly 32" Diameter Sanitary Sewer Manhole Frame and Cover, Model No. 00148021LO10 9/9/2022 3305 13 Manhole Frames and Covers Neena Foundry 32" Diameter Liftmate Storm Sewer Junction Box and Manhole Frame and Cover w/Longhom Logo, Model No. NF-1743LTXX 9/9/2022 3305 13 Manhole Frames and Covers Neena Foundry 24" Diameter Liftmate Storm Sewer Inlet Manhole Frame and Cover w/Longhorn Logo, Model No. NF-1650LT61 9/9/2022 3305 13 Manhole Frames and Covers AccuCast (Govind Steel Company, Ltd. 24" Diameter MHRC #220605 ** ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Cover Neena Foundry 32" Diameter NF-1274-T91 ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Frames and Covers Neena Foundry 32" Diameter NF-1743-LM (Hinged) ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Frame Neena Foundry 32.25" Diameter NF-1930-30 ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Frames and Covers Neena Foundry 32" Diameter NF-1743-ITV ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Frames and Covers SIP Industries 24" Diameter 2279ST** ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Frames and Covers SIP Industries 32" Diameter 2280ST ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Frames and Covers EJCO 32.25" Diameter EJ1033 X2/A ASTM A48 AASHTO M306 **Note. All new development and new installation manhole lids shall meet the minimum 30" opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. Reinforced Concrete Storm Drain Pipe/Culverts 9/9/2022 3341 10 Precast Box Culverts Forterm Precast Box Culverts 9/9/2022 3341 10 Concrete Pipe Wyes and Bends Forterra RCP Wye and Bends 9/9/2022 33 49 10 Precast Box Culverts Rinker Materials Rinker Materials Reinforced Concrete Box Culvert ASTM C789, C850 ASTM C789, C850 9/9/2022 33 49 10 Concrete Pipe Rinker Materials Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe ASTM C76, C655 ASTM C76, C655 9/9/2022 3341 10 Concrete Pipe Forterra Reinforced Concrete Pipe - Tongue and Groove +D48 Plypropylene Storm Drain Pipe 9/9/2022 133041 13 1 Polypropylene Pipe Advanced Drainage Systems, Inc. HP Polypropylene Storm Drain Pipe Storm Drain ianholes and Junction Boxes 9/9/2022 3349 10 Stacked Manhole Oldcastle Precast 4' x 4' Stacked Manhole ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 5' x 8' Storm Junction Box ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast Tx 4' Stonn Junction Box ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 5' x 5' Storm Junction Box ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 6' x 6' Storm Junction Box ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 8' x 8' Storm Junction Box Base ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 5' x 8' Storm Junction Box Base ASTM C478 9/9/2022 33 49 10 Junction Box Cowtown Redi Mix No. 260-2 6 Sack 3600 psi Concrete for Concrete Collars ACI 318-14 9/9/2022 33 49 10 Manhole Rinker Materials Rinker Materials Reinforced 48" Diameter Spread Footing Manhole ASTM C433 9/9/2022 33 49 10 Manhole Connector Trelleborg Engineered Systems Kor-N-Seal 106/406 Series Pipe to Manhole Connector ASTM C923 9/9/2022 33 49 10 Junction Box Forterra Tx 4' FRT-4x4-409-PRECAST-BASE ASTM C913 9/9/2022 33 49 10 Junction Box Forterra 5' x 5' FRT-5x5-409-PRECAST-TOP ASTM C913 9/9/2022 33 49 10 Junction Box Forterra 5' x 5' FRT-5x5-409-PRECAST-BASE ASTM C913 9/9/2022 33 49 10 Junction Box Forterra 6' x 6' FRT-6x6-409-PRECAST-TOP ASTM C913 9/9/2022 33 49 10 Junction Box Forterra 6' x 6' FRT-6x6-409-PRECAST-BASE ASTM C913 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 4'x 4' TPG-4x4-409-PRECAST TOP ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 4'x 4' TPG-4x4-409-PRECAST BASE ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 4'x 4' TPG-4x4-412-PRECAST 4-FT RISER ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 5 'x 5' TPG-5x5410-PRECAST TOP ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 5 'x 5' TPG-5x5-410-PRECAST BASE ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 5 'x 5' TPG-5x5412-PRECAST 5-FT RISER ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 6'x 6' TPG-6x6-41I-PRECAST TOP ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 6'x 6' TPG-6x6411-PRECAST BASE ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 6'x 6' TPG-6x6-412-PRECAST 6-FT RISER ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 7 'x 7' TPG-7x7411-PRECAST TOP ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 7 'x 7' TPG-7x7-411-PRECAST BASE ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 7 'x 7' TPG-7x7412-PRECAST 4-FT RISER ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 8 'x 8' TPG-8x8-411-PRECAST TOP ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 8 'x 8' TPG-8x8-41I-PRECAST BASE ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 8 'x 8' TPG-8x8-412-PRECAST 5-FT RISER ASTM C615 FORT WORTH: CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 06/27/2023 Classification Manufacturer Model National Storm Drain Curb and Drop Inlets No. Spec 9/9/2022 33 49 20 Curb Inlets Forterra 10' x 3' FRT-lOx3-405-PRECAST ASTM C913 9/9/2022 33 49 20 Curb Inlets Forterra 10' x 3' FRT-lOx3-406-PRECAST ASTM C913 9/9/2022 33 49 20 Curb Inlets Forterm 10' x 4.5' FRT-lOx4-407-PRECAST ASTM C913 9/9/2022 33 49 20 Curb Inlets Forterra 10' x 4.5' FRT-1 Ox4-420-PRECAST ASTM C913 9/9/2022 33 49 20 Junction Box Forterm 4' x 4' FRT-4x4-409-PRECAST-TOP ASTM C913 9/9/2022 33 49 20 Curb Inlet Thompson Pipe Group 10' x 3' TPG-I0x3-405-PRECAST INLET ASTM C615 9/9/2022 33 49 20 Curb Inlet Thompson Pipe Group 15' x 3' TPG-15x3405-PRECAST INLET ASTM C615 9/9/2022 33 49 20 Curb Inlet Thompson Pipe Group 20' x 3' TPG-20X3-405-PRECAST INLET ASTM C615 9/9/2022 33 49 20 Drop Inlet Thompson Pipe Group 4' x 4' TPG-4X4408-PRECAST INLET ASTM C615 9/9/2022 33 49 20 Drop Inlet Thompson Pipe Group 5' x 5' TPG-5X5-408-PRECAST INLET ASTM C615 9/9/2022 33 49 20 Drop Inlet Thompson Pipe Group 6' x 6' TPG-6X6408-PRECAST INLET ASTM C615