The URL can be used to link to this page

Home My WebLink AboutContract 61918-PM1CSC No. 61918-PMI 2RTWORT PROJECT MANUAL FOR THE CONSTRUCTION OF WATER, SEWER & PAVING IMPROVEMENTS TO SERVE HOPE FARMS IPRC Record No. IPRC24-0066 City Project No.105535 FID No. 30114-0200431-105535-EO7685 File No. N/A X File No. X-28168 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur, P.E. Transportation and Public Works Department Prepared for The City of Fort Worth JUNE 2024 ksambatek SAMBATEK, INC. 13355 Noel Road, Suite 1100 Dallas Tx, 75240 Tel: 972-830-3192 Email: Contact: OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 00 11 13 inyiia4ion ie u: a a o .s 03 i 0 0021 13 lastF,,etiors t Bidde :s 03 i�20 00 41 00 Bid Fefm 04 in 4 00 42 43 Proposal Form Unit Price 05/22/2019 0043 13 Bid Bond 04 in 4 0045 11 Bidde :s Pf:e,,, alifiecaiea's nn in 4 0045 12 Prequalification Statement 09/01/2015 0045 13 Bidde . Pfegtta1 f;,,a4ien kWiaz.,ien 03 in v 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 r, iner-ity Business Enterprise Goa (if .o, uif:oa by Gity4 nQi a 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 00 72 00 Genef.,i Conditions i ii ii T 00 73 00 c,,,.,.io,,.,enta y r rdifi np 0710r 0i i 0073 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013 Awarded Projects Division 01- General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 012500 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 813129 01 3233 Pr-egeet Meet* — Preconstruction Video 07/0i/2 z 08/30/2013 01 33 00 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 017008 Product Storage and Handling Requirements 04/07/2014 04/07/2044 21 Cleaning 04/07/2014 01 74 23 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised March 20, 2020 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.gov/tuw/contractors/ or httDs:HaDvs.fortworthtexas.2ov/Proi ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 03-34-13 ControlledLew Strength A iTa4e fia (C SM4 12/20QO12 iatcrrccrrvrz1R P O (rl1' rLrLvrtvzz 038000 Taed f:.,eAiens i Existing G nef:ete Stfuetur-es 1'll'frL 20,L20ii 26-05--00 v' 3rk P OGults f,,,- L'lo.,t.-:...,1 1 1 /n 22420i3 26-05 43• r-nde.-g-.,,,n.1 Duets and Raee,, ays f r Qeetfieal Systems 07/!lm-rv1QO14 Division 31- Earthwork 31 1000 Site Clearing 12/20/2012 3123 16 UilJt'11L&feoz,-z-o,-�� 31 2323 Beffe 01 /� 2013 31 2 n nn mil! 1 01 /gin v-rzTvv �: fir. �31i�S 31 25 00 Erosion and Sediment Control 12/20/2012 31�0 Gabiens 171 /7 z 31� Ripr-ap 171 /7rcr20QO12 Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Tempefary i^r�.ealt I\r ep i2/'�tz rg n opal 320129 32 1123 '27�9 Genefete Pa-y 12/20,L2012 Flexible Base Courses 12/20/2012 rime Treated Base r,,,,fs 12/20,L2012 '27�3 32 �ail Cement T-r-ea4ed Base r.,12/7rc�-20QO12 Liquid •rfea4e c 09/21 /-2n1 c f"t�al"ili er �� 32 1216 Asphalt Paving 12/20/2012 CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised March 20, 2020 3q 1q 73 32 13 13 Asphalt It Paying r -aek Se. 1afAs Concrete Paving 12/�12 12/20/2012 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 17/�12 3q 1373 31 14 16 Genefete Paving joint Sealants lfial- Un't P%:+Hg 12/'fez 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 5 3231 3 '27�6 ram,, >, n ddfess Paifiting F ��r� Cia Gates Wi -e L'enees .,*.a Gates 1 1 /n�13 12/2n/2n12 �>znr. 12/'fr�-zvriviz '27�9 3232 13 Wee.a Fences and !`_.,tes Ccol, ion P. zwe-C-3w cio Ro his 12/'f�zrzvriviz n6/no c�II 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 32 92 13 17�3 Hydro -Mulching, Seeding, and Sodding 'T,-ees and St.,ubs 12/20/2012 12/�12 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 3301 31 Circuit Television (CCTV) Inspection 03/03/2016 Z Z�v 7Cllosed r Pu. /.rg „F Existing Sewer- Systems 12 /'fr�-svriviz 33 04 10 33 04 } Joint Bonding and Electrical Isolation Cef fesio reat..el Test St.,t;efs >\aag Systeffl 12/20/2012 12/20QO12 12/�12 33 04 12 33 04 30 33 04 40 esitff Anode G tt,edie Pfete t;en Te pef:ar-y Watef: Setw e Cleaning and Acceptance Testing of Water Mains n�/non 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill e 12/12/2016 12/�12 3305 12 Wa4ef Line Lower -in 3305 0 L'...,.. e, Goye,..,.-..l Gr-a j Ringrz Composite 01 /22,12016 ZZ nc In Tz7 ZZ�6 O�0 ln.Qt Valve Be*es a -a Other-StFuetHfe-st6 > > > Gfade C fe fete Water- Vaults 12/20/201� 11 /�12 3305 17 220520Auger-171 330521 22 ('on a fete C ilafs Tu -nil lin ar- Pla4e Stool Cass Pi- a 171 /7rcr20QO12 /7rcr20QO12 1 2 /'rcrc QO 12 12/�12 12/�12 33 05 13 ZZ�4 33 05 26 14Em T-ui+ne41+g hista l.,t:e.. fr.,....:e,. Pipe if Casing er rr,,f el Liner- e. Plate 06/10 n�13 12/20/2012 Utility Markers/Locators 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 ?� .� 11 1., ,l Stool Cylinder- Type12/�12 Eexe�eta P�o�ro Pilo, Jar �x� rappe, Stool 12/'fr�-zvriviz 33 11 14 33 12 10 22� Burie Pipe and Fittings Water Services 1-inch to 2-inch T a fge Water- >\ iTetefs 02/14/2017 1 2 /')zz�-20QO12 CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised March 20, 2020 33 1220 Resilient Seated Gate Valve 37 12/20/2012 33 12 21 33 1225 AWW-A Rubber- Seated Butte, -fly Connection to Existing Water Mains i2/20Q0i2 02/06/2013 33 1230 r^,,. bin do n;,. Valve nf11C10t"l.Uzas for- Potable W.,t^. Syste 11 /�12 33 1240 Fire Hydrants 01/03/2014 33 1250 33 12 60 Wator-Sar.W.e Stations Sta-ndafd Blow off Valve Assembly 12/�tz 06/1 3 33-31 12 33 31 3 Giffed i Dlaee Pipe (rmn) FibEfs1w0 P OCf , e Pipe for- r,.;t„��'it�ly-S2Vers 12/�12 12/20A2012 3331 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 3 3 Z 1 n lPel Uffito , ff 12 /20A2012 TJ�TLT Pipe rtravravzz ZZ�z Safi tmy cow=%&K-p Tix�vxg 12/�12 33 31 23 C`.,..;tafy C`^wef: Pipo Bnt 12/'fr�-zvriviz 33 31 50 Sanitary Sewer Service Connections and Service Line r,.,,.bin n;,. Y tafy 04/26/2013 12/'lzzr20QO12 333170 3339 A ZZ�o do Valve f Sa-a Sewef>;efee Mains t Cr Ply �oirrrrct� names D-eeas! 11 /�12 12/�0iL2012 33 393o 333940 Catt.-ete Mai hel F-ibcYg1mc 1\a*heles Wastewater- n eeess rt,^,. bef (W n C) 11 /�12 11 /�� 33 39 60 > pe*y T ; ^ s f r Sa-a tafy Sewer- Stmetwes 11 /�12 1 11 High Density Polyethylene (14DPE) Pipe F ,- Ste-m Dr -a .. 12/'1�zrzvriviz l.. � ! 11 33 4600 Reif.F f:ee l PelyetL.lene (ERPB) Dire ii/i3Q0i5 171 /'l z 33 4601 lStibdr-aiaage worm : iuin-. n�/no 1�11 �4H--02 33 49 10 ��rrjl! ��r� Cast i Dlaee TR.,ftheles .,.-..1 T,.net;.,.-. Boxes n�/n1 /2n1 1 o„-�n 12/'fizr20A201-2 33-49 40 Storm Dioin- ge Headwalls and Wiagwa is n�/no 1�,o�n Division 34 - Transportation 2A�o T,-., ffie Sign is 110/1�15 3n n�01 Attaehmeat A CepAfeller- Cabine 12/1�15 '24�02 Attaehment B Gentfoltz- Fff�o��ien 2 34 ^�-4z-i .03• Attt'1ehmeat G Seftwafe-Speei ieatien. 01A2012 34�-41-11 Tempe , T,-.,F♦';e Signals 1 1 /'fn 22A2013 ?/I i i 1f Reetai}-ulc& Rord F1arlrrrrg Beaeon 111 1 /�vi3 34 41 16 Redoot6A I-I;brid Signal 1 1 /7zzr2iAivn 34 4120 ��' 111U:i11mi4""n&s of b4e 12r20A2012 3n n1t1 T 06/15/2015 �tor�l. J�l�' . T �ar�i�vr-��s �� n n 1 n n> -eeway T ED n ^,1,,,^., T 0615O32.2//�1 c -r-�ry�71'��'S�il � r�r�� 3n n�no3 1 r T 06/1 c/�n1 c dorfti� �T'�a3- ��ii��roo o�� 34 4130 �v A1ltPtum F/.gi4S 11/12A201� �� 3^�0 Single T ede Fite- Optie Cable 02/moo 3471 13 Traffic Control 11/22/2013 CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised March 20, 2020 Appendix GG4,91 Avai uIity & GC-4.02 Subsurface and Physical Conditions Fib-406 It.zaMetis Enyi efff ,en4a Condition , 4 Site GG 6.07 Wage-4 ^+o V GC-6.09 Permits and Utilities 1 1`T,%Nk-9aRFAcZatian GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised March 20, 2020 00 42 43 DAP - BID PROPOSAL Page 1 of 7 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information Bidder's Application Bidlist Item Description Specification Section No. Unit of Bid No. Measure Quantity UNIT I: WATER IMPROVEMENTS 1 3311.0061 4" PVC Water Pipe 33 11 10, 33 11 12 LF 12 2 3311.0161 6" PVC Water Pipe 34 11 10, 33 11 12 LF 8 3 3312.2003 1" Water Service 34 12 10 EA 1 4 3312.3002 6" Gate Valve 34 12 20 EA 1 5 3305.0109 Trench Safety 33 05 10 LF 20 6 3312.0117 Connection to Existing 4"-12" Water Main 33 1225 EA 2 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 TOTAL UNIT I: WATER IMPROVEMENTS Bidder's Proposal Unit Price Bid Value 75.00 900.00 85.00 680.00 3800.00 3800.00 3975.00 3975.00 50.00 1000.00 4200.00 8400.00 18,755.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_13id Proposal_DAP.xls 00 42 43 DAP - BID PROPOSAL Page 2 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidlist Item No. Description 1 ,3331.3102 4" 2-Way Cleanout 2 3331.3101 4" Sewer Service 3 3305.0109 Trench Safety 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 Bidder's Application Project Item Information Bidder's Proposal Specification Section No. Unit of Bid Unit Price Bid Value Measure Quantity UNIT II: SANITARY SEWER IMPROVEMENTS 33 3150 EA 1 1050.00 1050.00 33 3150 EA 1 8500.00 8500.00 330510 LF 6 500.00 3000.00 TOTAL UN T II: SANITARY SEWER IMPROVEMENTS 12,550.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_13id Proposal_DAP.xls 00 42 43 DAP - BID PROPOSAL Page 4 of 7 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information Bidder's Application Bidlist Item Description Specification Section No. Unit of Bid No. Measure Quantity UNIT IV: PAVING IMPROVEMENTS 1 0241.0401 Remove Concrete Drive 02 41 13 SF 450 2 0241.1300 Remove Cone Curb&Gutter 0241 15 LF 160 3 0241.0100 Remove Sidewalk 0241 13 SF 505 4 3216.0101 6" Cone Curb and Gutter 32 1613 LF 42 5 3201.0111 4' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 20 6 3213.0400 5" Concrete Driveway 32 1320 SF 1200 7 3213.0301 4" Cone Sidewalk 32 1320 SF 280 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 43 44 45 UNIT IV: Bidder's Proposal Unit Price I Bid Value 9.00 4050.00 22.50 3,600.00 8.75 4,418.75 85.00 3,570.00 65.00 1,300.00 18.75 22,500.00 20.00 5600.00 45,038.75 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_13id Proposal_DAP.xls W 42 43 DAP - BID PROPOSAL Page 7 of 7 UNIT PRICE BID IBidlist Item No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Application Project Item Information I Description Specification Section No. Unit of Bid Nlmure Quantity Bid Summary UNIT I: WATER IMPROVEMENTS UNIT 11: SANITARY SEWER IMPROVEMENTS UNIT III: [DRAINAGE IMPROVEMENTS UNIT IV. PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS 'Foul Construction Bid 'this Bid is submitted by the entity named below: BIDDER: Concrete and Steel Structures 947 East Renfro Burleson, Texas 76028 Contractor agrees to complete WORK for FINAL CONTRACT commences to run as provided in the General Conditions. Bidder's Proposal Unit Price Bid Value 18,755.00 12,550.00 45,038.75 76,343.75 CLO 8Y: TITLE: DATE.. Construction Manager 06-26-24 working days after the date when the 30 d:n s END OF SECTION CFTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCI AIENTS - DF4MOP5RANV9RDED PROJECTS Form Version May 22, 201'S 00 42 43Bid Proposal_ DA .,ds 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 Tvpe" box provide the complete maior work tvpe and actual description as _provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water New Development Open Concrete & Steel Structures, LLC 5-31-2025 Cut (24" and under) Concrete Paving Reconstruction Mario Sinacola & Sons Excavating, Inc. 2-28-25 (less than 15,000 SY) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Concrete & Steel Structures, LLC BY: Apri 1 947 E. Renfro St. Burleson, TX 76028 (Signature) TITLE: President DATE: 9/24/24 END OF SECTION 1 CITY OF FORT WORTH 00 45 12_Prequalification Statement 2015_DAP (1).docx STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS Water & Sewer Improvements to Serve Hope Farms Form Version September 1, 2015 IPRC24-0066 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 32 33 34 35 36 Z7 38 39 40 00 45 26 - I CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I SECTION 00 45 26 CONTRACTOR COMPI IANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Iahor Code Soci ion 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Pn)ject No IPRC24-0066 Cuntnictnr litrther certiftec that, prlr%tiint to Texas I ahor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation covmge CONTRACTOR: Concrete & Steel Structures, LLC Company 947 F.. Renfro St. Address Burleson, TX 76028 City/State/Zip THE STATE. OF TEXAS § COUNTY OF TARRANT § By: Vmt,u, (Pic Print) Signature: Title: �1 J' (Please Print) BE O E MIS the un I ed authority, on this day personally appeared %1 nt, 7ff . , known to me to be the person whose narne is subscribed to the foresoin ' st-ument, and acknowledged to me that he!she executed the same as the act and deed of for the purpov- and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND $EAL OF OFFICE this �� day of �c VtX VA }W-V- , 20_,C.1 (J A "P? &6K N,ot�nr A,1 in Sri fnr the C at d nyF,cev END OF SECTION APRIL L. MEZA Natary Public, State of Texas := Comm. Expires 03-04-2028 Nolary ID 129831567 CITY OF PORT WORT1t Water & Sewer Improvements rt, Serve I lurk I arms S IANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IPRC24-0006 Rcvibcd Ap,if 2, 2014 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 4 Part 1 - THIS AGREEMENT, authorized on 09/24/24 is made by and between the Developer, 5 (York Builders, Inc), authorized to do business in Texas (York Builders, Inc) , and Concrete & 6 Steel Structures, LLC._, authorized to do business in Texas, acting by and through its duly 7 authorized representative, (Concrete & Steel Structures, LLC.). 8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 Water & Sewer Improvements to Serve Hope Farms 17 IPRC24-0066 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 45 calendar days after the date when 24 the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City 25 Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that Developer will 28 suffer financial loss if the Work is not completed within the times specified in Paragraph 29 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard 30 City Conditions of the Construction Contract for Developer Awarded Projects. The 31 Contractor also recognizes the delays, expense and difficulties involved in proving in a 32 legal proceeding the actual loss suffered by the Developer if the Work is not completed on 33 time. Accordingly, instead of requiring any such proof , Contractor agrees that as liquidated 34 damages for delay (but not as a penalty), Contractor shall pay Developer One Thousand 35 Dollars ($1,000.00) for each day that expires after the time specified in Paragraph 3.2 for 36 Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Water & Sewer Improvements to Serve Hope Farms STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised June 16, 2016 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of _Seventy Six Thousand Three Hundred Forty Three 40 Dollars and Seventy Five Cents ($_76, 343. 75_). 41 Article 5. CONTRACT DOCUMENTS Cy1t.��K�]►Y Y �1►Y K� 43 A.The Contract Documents which comprise the entire agreement between Developer and 44 Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form (As provided by Developer) 48 1) Proposal Form (DAP Version) 49 2) Prequalification Statement 50 3) State and Federal documents (project specific) 51 b. Insurance ACORD Form(s) 52 c. Payment Bond (DAP Version) 53 d. Performance Bond (DAP Version) 54 e. Maintenance Bond (DAP Version) 55 f. Power of Attorney for the Bonds 56 g. Worker's Compensation Affidavit 57 h. MBE and/or SBE Commitment Form (If required) 58 3. Standard City General Conditions of the Construction Contract for Developer 59 Awarded Projects. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment or, 62 if not attached, as incorporated by reference and described in the Table of Contents 63 of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORTH Water & Sewer Improvements to Serve Hope Farms STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 4 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being 82 sought were caused, in whole or in part, by anv act, omission or negligence of the citv. 83 This indemnity provision is intended to include, without limitation, indemnity for costs, 84 expenses and legal fees incurred by the city in defending against such claims and causes 85 of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city, its officers, servants and employees, from and against any and all loss, damage 89 or destruction of property of the city, arising out of, or alleged to arise out of, the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification provision 92 is specifically intended to operate and be effective even if it is alleged or proven that all 93 or some of the damages being sought were caused, in whole or in part, by anv act, 94 omission or negligence of the citv. 95 96 Article 7. MISCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the 99 Construction Contract for Developer Awarded Projects. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the Developer. 103 7.3 Successors and Assigns. 104 Developer and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon DEVELOPER and ill CONTRACTOR. 112 7.5 Governing Law and Venue. 113 This Agreement, including all of the Contract Documents is performable in the State of 114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 115 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Water & Sewer Improvements to Serve Hope Farms STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised June 16, 2016 1 bo- 117 _18 i19 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 countemarts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: Developer: Val Meza _York Builders, Inc. By: (Signature) Val Meza (Printed Name) Company Name: Concrete & Steel Structures, LLC. Address:947 E. Renfro St City/State/Zip: Burleson, TX 76028 Date: 09/24/24 126 By: eignatur Reginald York (Printed Name) Title: President Company name: York Builders, Inc. Address: 1301 E. Debbie Lane City/State/Zip: Mansfield, TX 76063 Date 09/24/24 CITY OF FORT WORTH Water & Sewer Improvements to Serve Hope Farms STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised June 16, 2016 1 2 3 4 5 6 7 8 9 10 SECTION 00 62 13 PERFORMANCE BOND 0062 13- 1 PERFORMANCE BOND Page 1 of Bond No, CE11729000089 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS; COUNTY OF TARRANT § That we, Concrete & Steel Structures, LLC , known as "Principal" herein and Philadelphia Indemnity Insurance Company , a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Hope Farm, Inc. 12 , authorized to do business in Texas ("Developer") and the City of Fort 13 Worth, a Texas municipal corporation ("City"), in the penal sure of, 14 Seventy -Six Thousand Three Hundred Forty -Three & 751100 Dollars ($ 76,343.75 1, 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 16 payment of which sum well and truly to be made jointly unto the Developer and the City as dual 17 obligees, we bind ourselves, our heirs, execrators, administrators, successors and assigns, jointly 18 and severally, finely by these presents. 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement, CFA Number 24-0104;and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 23 the day of , 20_, which Contract is hereby referred to and made a 24 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 25 and other accessories defined by law, in the prosecution of the Work, including any Change 26 Orders, as provided for in said Contract designated as Hope Farms: Slone Vocational Center. 27 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 28 shall faithfully perform it obligations under the Contract and shall in all respects duly and 29 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 30 specifications, and contract documents therein referred to, and as well during any period of 31 extension of the Contract that may be.granted on the part of the Developer and/or City, then this 32 obligation shall be and become null and void, otherwise to remain in full force and effect. ciTY OF FORT WORTH Hope Farms: Slone Vocational Center STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS City Project # 105535 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 oF3 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 23rd day of September 9 . 2024 . 1a 11 12 13 14 15 16 17 18 19 20 21 72 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 PRINCIPAL: Concrete & Steel Structures, LL.0 BY: ATTEST: Signature (Principal) Secretary Name and Title Address: Witness as to Principal SURETY: Philadelphia Indemnity Insurance Company •. 192 r � 4Sinatur, y Esteban Flores, Attorney -in -Fact Name and Title --, Address.2601 Market Place, Suite 300 Harrisburg, PA 17110 �y Surety f � p 800 873-4552 Witness�as to Sure Telephone Number: } *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. CITY OF FORT WORTH Hope Farms: Stone Vocational Center STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS City Project # 105535 Revised January 31. 2012 006213-3 PERFORMANCE BOND Page 3 of 3 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Hope Farms: Slone Vocational Center STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project 0 105535 Rcviscd January 31. 2012 Bond-4 CE11729000089 PHILADELPHIA INDEMNITY I1NSLtiLANCE COMPANY One Bala Plaza, Suite 100 Bala Cynwyd, PA 19004-0950 Power of Attorney KNOW ALL PERSONS BY THESE PRFSF:NTS: That PHILADELPHIA INDEMINITY INSURANCE COMPANY (the Company), a corporation organized and existing under the laws of the Commonwealth of Pcnnsylvan(a, does hereby constitute and appoint Michael D. Lrmre. Debarak M. McGuckn. Colleen Watson. KMn P. Shine. Pkillw Sinrans. Yvonne Weatkerforrd. Jaren A. Mary. Brad Bullerdievk. Bernardo C. Scorra Gaspar. Malt Bocklaee. Brian D. Russell Jr.. Robert J. Wulf, BlakeOVver. Anevice Johmon. Mark Karr_ Esteban Flares. and R. U Frietlfk ofNFP Proaerty & CasualtvSm-Ora. Inc its true and lawful Attorney -in -fact with full authority to execute on Its behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business and to bind the Company thereby, in an amount not to exceed SS0.000.000. This Power ofAttomcy is granted and is signed and sealed by facsimile under and by the authority ofthe following Resolution adopted by the Board of Directors of PHILADELPHIA [NDEMNITY INSURANCE COMPANY on the 14°i of November, 2016. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company: (1) Appoint Attorney(s) in Fact and authorize the Attomey(s) in Fact to execute on behalf of the Company bonds and undertakings; contracts of indemnity and other writi ngs obl igatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove. at anytime, any such Attomcy-in-Fact raid revoke the authority given And, he it FURTHER RESOLVED: 'Chat. the signatures of such officers. and the seal of the Company may be affixed to any such Power ofAttomey or certificate relating thereto by facsimile, and any such Power of Attorney so executed and certified by 6csimile signaturesand fitcaimile seal shall be valid and binding upon the Company in the Eture with respect to any band or undertaking to which it is attached. IN TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS C OR PORAT E S EALTO B E AFFICED BY ITS. AUTHORIZED OF FIC F. T HIS ST H DAY OF MARCII, 2021. 19?P c - 4G (Seal) Joh Glomb. President & CEO Philadelphia indemnity insurance Company On this 5'I' day of'March, 2021 before mecame the individual who executed the preceding instrument, tome personally known, and being byme duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNNITY INSURANCE COMPANY, that the seal afted to said Instrument is the Corporate seal ofsaid Company: that thesaid Corporate Seal and his signature were duly affixed. seal Notary Public: 7 drJZX t "P�r• Cummonwealtnatpeonsylvinle-r10tary Venesse Mckenzio NtotargRtttslfe MontpomaryCounty My commissfan expires Novambet 3, 2Q24 Cemm,s}ion nutntmr t366y84 Mert.aer residing at: Bala Cynwyd, PA Mycominissionexpires' November 3.2024 1. Edward Sayago, Corporate Secretary of PMLADELPHIA INDEMNITY INSURANCE COMPANY, do hereby certify that the foregoing resolution ofthe Board of. Directors and the Power of Attorney issued pursuant thereto on the 5" day March, 2021 are true and correct and are still in full 6rce and effix;t. I do fultlum certify that John (ilomb. who executed the Power of Attorney as President, was on the slate of execution ur the ntttu:luxt PoNva of Auomoy rlm duly rl t-tcd Prwiduf,c or PHILADELPHIA INDEMNITY iNSURANCE COMPANY. In Testimony Whereof 1 have subscribed my name and affixed the idcsimile sed of each Company this 23rd day of September 2024 '•+ 4'Y :� �ti I 927 Edward Sayago. Corporate Smi-cKary _ PHILADELPHIA INDEMNITY INSURANCE COMPANY CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, orvalidity of that document. State of California County of Ventura Oil 09/23/2024 before me, R. M, Friedik , Notary Public, (Here insert name and title of the officer) personally appeared Esteban Flores who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. *my R. M. FRIEDIK WITNESS my and ill Seal. Notary nturaPubft untCaly rnia Yentuta CountyCommissions ec19,9 Comm. Expires Dec 19, 2025 J (Notary Seal) Signature of NotarS%['uhlic ff ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT Bond No. CE11729000089 (Title or description ol'attached document) N/A (Title or description of attached document continued) Number of Pages four Document Date 09123/2024 NIA (Additional intormaww) CAPACITY CLAIMED BY THE SIGNER 0 Individual (s) ❑ Corporate Officer (Title) ❑ Partner(s) El Attorney -in -Fact ❑ Trustee(s) ❑ Other INSTRUCTIONS FOR COMPLETING THIS FORM Axe, acknowledgment completed in C'alt/arnia must contain verbiage exactly as appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that docuntem. The only exreption is if a docurr(ent is to be recorded outside of California, for such Instances. any alternative acknowledgmeni verbiage as may be printed on such a document .so long as rho verbiage does not require the notary to do something that is illegal for a notary in California (r.e. certifying the authorised capacity of the signer). Please check the document carefully far proper notarial wording and attach rhisform if required, • State and County intormation must be the State and County where the document signers) personally appeared before the notary public for acknowledgment. • hate of notarization mast be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • print the name(s) of document signer(s) who personally appear at die time of notarization. • Indicate the correct singular or plural Forms by crossing off incorrect rorms (i,e. #�e/shelttrer- is Jere ) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. if seal impression smudges, re -seal if a sufficient area permits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the ogee of the county clerk. Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different doctunent. •3 Indicate title or type of attached document, number oi' pages and date. •� Indicate dic capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document (' 2on4-2n IS Prnt.ink%l;mng ScM". tne, —All Rights ReseNed www.TheProt.ink.cum — Natinnwide No(ary$cmice 0062 14- 1 PAYMENTBOND Page 1 of 1 SECTION 00 62 14 Bond No. CE11729000089 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § VA 8 That we, Concrete & Steel Structures, LLC known as 9 "Principal" herein, and Philadelphia Indemnity Insurance Company , a 10 corporate surety ( or sureties if more than one), duly authorized to do business in the State of I I Texas, known as "Surety" herein (whether one or more), are held and frn-ily bound unto the. 12 Developer, Hope Farm, Inc., authorized to do business in Texas 13 "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal 14 sum of Seventy -Six Thousand Three Hundred Forty -Three & 751100 Dollars 15 (s 76,343.75 ), lawful money of the United States, to be paid in Fort Worth, 16 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the 17 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, 18 successors and assigns, jointly and severally, firmly by these presents: 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth, by and through a Community Facilities 21 Agreement, CFA Number 24-0104;and 22 WHEREAS, Principal has entered into a certain written Contract with Developer, 23 awarded the day of , 20 which Contract is hereby 24 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 26 Work as provided for in said Contract and designated as Hope Farms: Slone Vocational Center. 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28 Principal shall pay all monies owing to any (anal all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTH Hope Farms: Slone Vocational Ccntcr STANDARD CITY CONDITIONS _ DEVELOPER AWARDED PROJECTS City Project # 105535 Revised January 31.2012 0062 14-2 PAYMENT BOND Page 2 of 3 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 23rd day of 6 September 2024 7 PRINCIPAL: Concrete & Steel Structures, LLC ATTEST: BY-- Signature (Principal) Secretary Name and Title Address: Witness as to Principal SURETY: Philadelphia Indemnity Insurance Company r - ATTEST: 1 `%' 7 BY: Signsrure NIA Esteban Flores, Attorney -in -Fact (Surety) Secretary Name and Title " Address: 2601 Market Place, Suite 300 Harrisburg PA 17110 Witness as to Surety Telephone Number: (800) 873-4552 8 9 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 10 bylaws showing that this person has authority to sign such obligation. If Surety's physical I 1 address is different from its mailing address, both must be provided. 12 13 The date of the bond shall not be prior to the date the Contract is awarded. 14 END OF SECTION CITY OF FORT WORTH Hope Farms: Slone Vocational Center STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project 105535 Revised January 31, 2012 006214-3 PAYMENTBOND Page 3 of 3 CITY OF FORT WORTH Hope Farms- Slone Vocational Center STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project# 105535 Revised Jnnaary 31. 2012 Hand 9 CE1 1729000089 PRILADELPHIA INDEMNITY INSURANCE COMPANY One Bala Plaza Suite 100 Bala Cynwyd, PA 19004-0950 Power or Attorney KNOW ALL PERSONS BY T141ESE PREiSENTS, That PHILADELPHIA iNDEMNITY INSURANCE COMPANY (the Company), a corporation organized and existing under the laws of the Commonwealth or Pennsylvania, does hereby constitute and appoint Michael D. Lave Deborah M. hlcGuckln. Colleen Watson. Kevin P. Shine. Phillin Simons. Yvonne Weatherford, Jaren A. Marx. Bract Bullerdleek, Bernardo C Seorza Gasnar. Matt Bocklaee. Brian D. Russell Jr.. Robert J. Wolf, Blake Oliver. AnVee Johnsen. Mark Karr. Esteban Flores. and R. M. Friedik afNFP Property A Casualn,Serviem ine its true and lawful Attorney -in -fact with full authority to execute an ile behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business and to hind the Company thereby, in an amount not to exceed S50,000,000. This Power of Attorney is granted and is signed and sealed by kicsimile wider and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANYon the 14"' of November. 2016, RESOLVED: Thal the Board of Directors hereby authorizes the President or any Vice President of the Company: (1) Appoint Attomey(s) in Fact and authorize the Attorney(s) in Fact to execute on behalf .of the Company bonds and undertakings, contracts of indemnity and other writings obl igatory in the nature thereof and to attach the seal of the Company thereto; and (2) toremove, at any time, any such Attomcy-in-Fact and revoke theauthority given, Anti be it FURTHER RESOLVED: That the signatures of such otlicers and the seal of the Company may be affixed to any such Power ofAttomey or certifitate relating thereto by leesimile, and any such Power of Attorney so executed and certified by &simile signaturesand facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached IN TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED 7miS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFiCI THIS 5PII DAYor MARCH. 2021. 1927 . (S eal ) Joh Olamb, President & CCO Philadelphia indemnity insurance Company On this 51' day of March. 2021 beirre me came the individual who executed the preceding instrument, tome personally known, and being by me duly sworn said that he is the therein described and authorized oficer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY; that the seal affixed to said instrument is the Corporate seal ofsaid Company. that the sand Corporate Seal and his signature were duly affixed. Notary Public. Comm9nWesEth of Pennsylvpnli -NorSry Spar Venees6 Mckenzie, Notary Put tic M43nt0om6ryCounry My commlaslon enplree Nnvembor 3, 202s CMnmiSSion number 1366394 Memper aarnlymn- ni�emcu��nnM F:oUn�f residing at: Bala Cynwyd, PA My commission expires: November 3.2024 L Edward Sayago. Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY, do hereby certi y, that the foregoing resolution of the Board of Directors and the Power of Attorney issued pursuant thereto on the 5"'day March. 2021 are true and correct and = still in Bill farce and effect. I do further certify that John Vlomb, who executed the Power or Attomey a: President. was on the date of c,%mutwn of the numhed Power of Attorney the duly elexed President of PHILADELPHIA INDEMNITY INSURANCE COMPANY In Testimony Whereof i have subscribed my name and mixed the tic -simile seal of each Company this 23rd day of September 71�24 .1927 _ Edward Sayago, Corporate Secretary =_= 5URANCI COMPANY PHILADELPHiAINDEMNITY IN CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifie,; only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California. County of Ventura On 09/23/2024 before me, R. M. Friedik personally appeared Esteban Flores , Notary Public, (here insert name and title orthe ofrcer) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. l certify under PENALTY OF PERJURY cinder the laws of the State of California that the foregoing paragraph is true and correct. "-f R. M. FRIEDIK WITNESS my h and "cla seal. �"'r��+; Notary Public - Cg ifotrtia p7 i # - Ventura County Commission # 2 3975 69 Signature of Notary Ptr�lic �r `~ (Notary Scat) ` • •"' My Comm, Expires Dec 19, 2025 ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT Bond No. CBS 1729000089 (Title or description of attached docunent) NIA (Title or description of attached document continued) Number of Pages four Document Date 09/23/2024 NIA {Additional information) CAPACITY CLAIMED BY THE SIGNER ❑ Individual (s) ❑ Corporate Officer (Title) ❑ Partner(s) Ej Attorney -in -Fact ❑ Trustee(s) ❑ Other INSTRUCTIONS FOR COMPLETING THIS FORM AtV acknoirledgrneni completed in California mmusi contour verbiage exactly as appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that documem, 7'he only exception is if a docutnernr is to be recorded vurside of California. In such instances, arty, alternative acknowledgment verbiage as ntay be printed on such a document so long as the verbiage does not require the notary to do something that is illegal for a notary in California. (i.e. ceri{'fying the audhori_ed capacity of the signer). Please check the docunienr carefully for proper notarial hording and attach thinimm if required • State and County information must be the State and County where the document signer($) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also he the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). Print the name(s) of document signcr(s) who personally appear at. the time of notarization. . Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. 4elsheftiley- is late ) or circling the correct Forms_ Failure to correctly indicate this information may lead to rciection of document recording. • The notary seal impression must be clear and photographically reproducible Impression must not cover text or lines. If seal impression smudges, reseal if a sufficient area permits, otherwise complete a different acknowledgment Form, • Signature ofthe notary public must match the signature on file with the office of the count), clerk. Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a difrerent document. Indicate title or type of attaehcd document, number of pies and date. Indicate the capacity claimed by the signer. if the claimed eapacity is a Corporate officer, indicate the title (i_e_ CLO, CFO, Secretary). • securely attach this document to the signed document C 2004,2615 ProU A iigning Servicr, inc. - All Righu Rescmd uw .ThePrabnk,min - Nationwide Notary Service. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 SECTION 00 62 19 MAINTENANCE BOND 0062 19- 1 MAINTFNANCF BOND Page I of 3 Bond No. CE11729000089 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we Concrete & Steel Structures, LLC , known as "Principal" herein and Philadelphia Indemnity Insurance Company , acorporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Elope Farm, Inc. , authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of Seventy -Six Thousand Three Hundred Forty -Three & 751100 Dollars ($ 76,343.75 }, lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obiigees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, is jointly and severally, firmly by these presents. 14 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities 22 Agreement, CFA Number 24-0104;and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the day of , 20_, which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the 27 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 28 the "Work') as provided for in said Contract and designated as Hope Farms: Slone Vocational Center; and 29 30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans, specifications and Contract Documents that the Work is and will 32 remain free from defects in materials or workmanship for and during the period of two (2) years 33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 34 CITY OF FORT WORTH Hope Farms' Slone Vocational Center STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project# 105535 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 or3 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 1 I 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 Band, 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 24 successive recoveries may be had hereon for successive breaches. 21 22 23 CITY OF FORT WORTH Fiope Farms: Slone Vocational Center STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project # 105535 Revised January 31, 2012 0062 19-3 MAINTENANC17 BONI) Page 3 or 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 23rd day of September 3 , 2024 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 PRINCIPAL: Concrete & Steel Structures, LLC BY:. ATTEST: Signature (Principal) Secretary Name and Title Address: Witness as to Principal SURETY: Philadelphia Indemnitv Insurance Company BY.� ! 92 7Sig ature Esteban Flores, Attorney -in -Fact ATTEST: Name and Title NIA Address; 2601 Market Place, Suite 300 4Witns r tHarrisbura, PA 17110 er: 800) 873-4552 to Surety Telephone Numb *Note: 1f 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 inust be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Hope Farms Slone Vocational Center City Project # 105535 Bond CE11729000089 PHILADELPHIA INDEMNITY INSURANCE COMPANY One Bata Plaza. Suite 100 Bala Cynwyd, PA 19004.0950 Power or Attorney KNOW ALL PERSONS BYTHESE PRESENTS: That PHILADELPHIA INDEMNITY INSURANCE COMPANY (the Company), a corporation organiad and existingunder the laws of the Comm onwealthol'Pennsylvania, doe;, hereby constituteand appoint Michael D. Luore. Deborah Hl. McGuckln. Colleen Wauson. Helen P. Shine. Phillln Simons. YvonneWeatherrord. Jaren A. Marx. Brad Bullerdieck. Bernardo C. Scorzo Gas.7ar. Mart Boeklaoe. Brian D. Russell Jr.. Robert J. Wolf, WakeOlfirx. Ancee Jahnsom Mark Barr Esteban Flores. and R. NI. Friedik ofN�t' & Casualrt Serrrccs, Inc its true and lawful Attorney -in -fact with full authority to execute on its behalf bonds. undertakings. recognixances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business and to bind the Company thereby, in an amount not to exceed 50.000.000. This Pourer or Attorney is granted and is signed and seated by facsimile under and by the authority of the fvllow'ing Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCF COMPANY on the 1411' of November. 2016. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President. of the Company: (1) Appoint Attomey(s) in Fact and authorim the Attomey(s) in Fact to execute on behalf of the Company bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at arty time, any such Attomey-in-Fact and revoke the authority given. And, be it FURTHER RESOLVED, That the signatures of such officers mid the seal of the Company may be mixed to any such Power of Attomey or certificate relating thereto by facsimile. and any such Power of Attorney so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the titture with respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SFALTO BE AFFIXED BY ITS AUTI [ORIZED OFFICE THIS STH DAY OF MARCII, 202 L 1 92! a (Se�•al) ........ 11 Jolt Glomb, President & CEO Philadelphia Indemnity Insurance Company on this S"' day of March, 2021 bekare mccame the individual who executed the preceding instrument, tome personally known, and being by me duly swom said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY: that the seal affixed to said instrument is the Curpordle seal ofsaid Company: that the said Corporate Seal acid his signature were duly affixed. l:onMnonrarulh a! P�M1Mylr�ril� • Notlry 9f8I Vrnassa Mckerizle. Notary PuGlle Monigpmary County My commission expires Nowember 3, 2024 Ccmr"Omlorrn mthet13"304 morrw, Notusm Notary Public: residing at: Bala Cynwyd, PA My commission expires: November 3, 2024 i, Edward Sayago, Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY, do hereby O rtify that the foregoing resolution ofthe Board of Directors and the Power ofAttorney issued pursuant thereto on the 5" day March. 2021 are true and correct and are still in kill force and effect. I do further certify that John G1omb, who executed the Power of Attorney «s i'nsi lelit. wW cos dw Jalc of axccutian of lha atttuhed 13 —W of Aruimny the duly elected President of PHILADELPHIA iNDEMNITY INSURANCE COMPANY. In Testimony Whereof I have subscribed my name and mixed the &zimile seal of each Companythis 23rd day of September 2b24 ` 1927 Edward Sayago, Corporate Secretary ;. ° PHILADELPHIA INDEMNITY INSURANCE COMPANY CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to I which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Ventura On 09/23/2024 before me, R, M. Friedik . Notary Public, (Here insert name and title of the officer) personally appeared Esteban Flores who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. 1 certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. *my R. Ai. FRIEDIK WITNESS my h dof(Nota" seal NotaryPublic-California Ventura County Commission # 23&15b9 �ry Seal) Comm. Expires Dec 19, 2025 Signature of Notary Aubl`ic ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT Bond No. CE11729000089 (Title or description of attached document) NIA (Title or description of attached document continued) Number of Pages four Document Date OSV2312024 NIA (Additional information) CAPACITY CLAIMED BY THE SIGNER ❑ Individual (s) ❑ Corporate Officer (Title) ❑ Partner(s) p Attorney -in -Fact El Trustee(s) ❑ Other INSTRUCTIONS FOR COMPLETING THIS FORM airy aekrrawledgment cuntpleted in California tnusi contain verbiage eeacdlp as appears above in the notary .section or a separate acknowledgment form must be properly completed and attached to that docunrenr. Tire only excepiion is if a document k to be retarded onside of Callfoiwia, hi .such Motances. oyjr niternadve oc'knowledgnrem verbiage as ina), be printed on such a document so'long as the verbiage does not require the notary to do .something than is diegal for a notary in California (i.e. cerihing the authori,ed capaciy oj,the signet). Please cheek the document careftellyy for proper notarial wording and attach this form if required. • State kind County information must be the State and County where the document signer(s) personally appeared before the notary public tier acknowledgment. • bate of notarisation must be the date that the sigrier(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public) • Print the names) of document signer(s) who personally appear at the time of notarization. • indicate the correct singular or plural forms by crossing off incorrect forms (i.c. 4Re1she14Meg- is lire ) or circling the correct forms Failure to correctly indicate this information may lead to rejection ordocument retarding. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. I seal impression smudges. re -scat if a sufficient arca permits; otherwise complete a different acknowledgment form • Signature of the notary public must match the signature on file with the office or the county clerk. %- Additional information is not required but could help tq ensure this acknowledgment is not misused or attached to a different document Indicate title or type of attached document, number of pages and date. Indicate the capacity claimed by the signer. IF the claimed capacity is a corporate officer, indicate the title (i e. CEO. CFO. Secretary). • Securely attach this document to the signed document C 26M-213 11 Prnr.tak Signing Scmv .tnc- AU Righu Reserved uwW.The1'rnLmk.cnm- Na4umaide Notary Service STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Article 1 — Definitions and Terminology.......... 1.01 Defined Terms ............................... 1.02 Terminology .................................. Article 2 — Preliminary Matters ....................... 2.01 Before Starting Construction...... 2.02 Preconstruction Conference........ 2.03 Public Meeting ............................ Page .............................................1 .............................................1 ............................................. 5 ....................................................... 6 ....................................................... 6 ....................................................... 6 ....................................................... 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article 4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents......................................................................................................................20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals....................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification ............................................ 5.19 Delegation of Professional Design Services 5.20 Right to Audit: ............................................. 5.21 Nondiscrimination ........................................ Article 6 - Other Work at the Site....... 6.01 Related Work at Site ....... Article 7 - City's Responsibilities ............................................ 7.01 Inspections, Tests, and Approvals ....................... 7.02 Limitations on City's Responsibilities ................ 7.03 Compliance with Safety Program ........................ Article 8 - City's Observation Status During Construction....... 8.01 City's Project Representative ................................. 8.02 Authorized Variations in Work .............................. 8.03 Rejecting Defective Work ...................................... 8.04 Determinations for Work Performed ...................... Article 9 - Changes in the Work ...................... 9.01 Authorized Changes in the Work 9.02 Notification to Surety ................... Article 10 - Change of Contract Price; Change of Contract Time 10.01 Change of Contract Price ........................................... 10.02 Change of Contract Time ........................................... 10.03 Delays......................................................................... Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ............ 11.01 Notice of Defects.............................................................................................................. 11.02 Access to Work................................................................................................................. 11.03 Tests and Inspections........................................................................................................ 11.04 Uncovering Work............................................................................................................. 11.05 City May Stop the Work................................................................................................... 11.06 Correction or Removal of Defective Work...................................................................... 11.07 Correction Period.............................................................................................................. 11.08 City May Correct Defective Work................................................................................... Article 12 - Completion ........................................... 12.01 Contractor's Warranty of Title ............ 12.02 Partial Utilization ................................. 12.03 Final Inspection .................................... 12.04 Final Acceptance .................................. Article 13 - Suspension of Work ..................................... 13.01 City May Suspend Work ............................. Article 14 - Miscellaneous ......................................... 14.01 Giving Notice ......................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 24 24 25 25 26 26 26 26 26 27 a a ... 29 ... 29 ... 29 ... 29 ... 30 ... 30 ... 30 ... 30 ... 31 ................................. 32 ................................. 32 ................................. 32 ................................. 32 ................................. 33 ............................................................. 33 ............................................................. 33 34 34 14.02 Computation of Times................................................................................................................ 34 14.03 Cumulative Remedies................................................................................................................. 34 14.04 Survival of Obligations...............................................................................................................35 14.05 Headings......................................................................................................................................35 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions in. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day —A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of apart of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p. m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non -Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either parry or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: NONE Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: NONE Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence:: NONE Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) ® Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. ® Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 Ith day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.13. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. Developer/Contractor. City will forward all invoices for retests to 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given i£ 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 011100-1 DAP SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects IPRC24-0066 Revised December 20, 2012 01 11 00 - 2 DAP SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects IPRC24-0066 Revised December 20, 2012 01 11 00 - 3 DAP SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects IPRC24-0066 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected if. a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended Received late By Date Remarks Date Rej ected CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 013119-1 DAP PRECONSTRUCTION MEETING SECTION 01 31 19 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity 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. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of 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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 013119-3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 SECTION 0133 00 DAP SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Page 1 of 8 General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 '/2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] D 31111=1x4011130 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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August 30, 2013 0135 13- 1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 £ Water 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 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High 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. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department 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 CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 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 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 0131 13 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 F. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 G. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 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 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 1. 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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August, 30, 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13 - 6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR 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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August, 30, 2013 2 4 Date: EXHIBIT B FORT WORTH DOE NO. xxxx Project Name: 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised March 20, 2020 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised JULY 1, 2011 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised JULY 1, 2011 01 50 00 - 3 DAP TEMPORARY FACILITIES AND CONTROLS 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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised JULY 1, 2011 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised July 1, 2011 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised July 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised July 1, 2011 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised July 1, 2011 0157 13 -3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: httDs://apps.fortworthtexas.2ov/ProiectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magafia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised March 20, 2020 016600-1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- 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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY 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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 016600-3 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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 DAP CLEANING Page 1 of 4 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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 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. 5. 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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 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 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. 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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [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 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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 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) £ 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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 1/2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. 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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS 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 WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised April 7, 2014 GC-4.02 SUBSURFACE AND PHYSICAL CONDITIONS THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised March 20, 2020 GEOTECHNICAL ENGINEERING REPORT PROPOSED CONTAINER CENTER 865 E. RAMSEY AVE. FORT WORTH, TEXAS Prepared for: HOPE FARMS INC. Fort Worth, Texas EWI Report No. HF215949 March 2021 Ellerbee-Walczak, Inc. GEOTECHNICAL ENGINEERING & March 26, 2021 CONSTRUCTION MATERIALS TESTING SERVICES HOPE Farms Inc. 865 E. Ramsey Ave. Fort Worth, Texas 76104 Attn: Sacher Dawson Re: Geotechnical Engineering Report Proposed Container Center 865 E. Ramsey Ave. Fort Worth, Texas EWI Report No, HF215949 Ellerbee-Walczak, Inc. (EWI) has completed the Geotechnical Engineering Report for the above referenced project. The results are presented in the attached report. Please do not hesitate to contact us if you have any questions regarding the information in this report or if we can be of any additional assistance. It has been a pleasure providing geotechnical services for this project. Sincerely, Ellerbee-Walczak, Inc. TBPE Firm No. F-4610 4Nei rence, Manager Engineering OF TES t%q .�P_�.. ..qs 111 * . PXFLAWRT. N. EN....°....:.....i ::......... 92693 .-A r' 4501 Broadway Ave. • P.O. Box 14809 • Haltom City, Texas 76117 Office 817-759-9999 9 Fax 817-759-1888 TABLE OF CONTENTS Page 1.0 SITE & PROJECT INFORMATION.... ........................................ __ ............... I .................... 1 2.0 SCOPE OF SERVICES..........:............................................................................................. 1 3.0 FIELD OPERATIONS .................... ::....... ..................................... ........................................ 1 4.0 LABORATORY TESTING .......................... ........................................ ................................... 2 5.0 SITE SUBSURFACE CONDITIONS .......... ......:................................... ........................ ........ 2 6.0 GROUNDWATER............................................................................................................... 3 7.0 ANALYSIS AND RECOMMENDATIONS............................................................................. 3 7.1 Foundation Recommendations................................................................................. 3 7.1.1 Floor Slabs...................................................................................................... 4 7.1.2 Drilled Shafts.................................................................................................. 5 7.1.2.1 Soil Uplift Loads..................................................................................... 5 7.1.2.2 Shaft Construction Considerations......................................................... 6 7.1.3 Grade Beam and Pier Caps............................................................................ 6 7.1.4 Post -Tensioned Foundation Systems.............................................................. 7 7.2 Utilities.....................................................................................................................7 7.3 Earthwork/Site Grading............................................................................................ 7 7.4 Site Drainage .................................................. .................. ................................ ..... - 8 7.5 Seismic Class.......................................................................................................... 8 8.0 LIMITATIONS......................................................................................................................9 General Specifications for Water Pressure Injection..................................................... 10 General Specifications for Chemical Pressure Injection ................................................ 11 APPENDIX Figure Planof Borings........................................................................................................................... 1 BoringLogs........................................................................................................................... 2-4 SoilClassification Chart ............................................................................................................. 5 GEOTECHNICAL ENGINEERING REPORT PROPOSED CONTAINER CENTER 865 E. RAMSEY AVE. FORT WORTH, TEXAS 1.0 SITE & PROJECT INFORMATION The project site designated as 865 E. Ramsey is located to the north of the existing gym building and to the south of E. Jessamine Street in the City of Fort Worth, Tarrant County, Texas. The site was flatter in the planned building area, contained south scattered trees near the sidewalk and drains to the northwest. Planned construction will consist of a relatively lightly loaded container center building with assumed maximum column loads on the order of 100 Kips, or less. We assume cuts and fills to achieve finished pad grade will be within f2-feet of the grades at the time of drilling. 2.0 SCOPE OF SERVICES The purpose of our geotechnical services for this site were to: • Evaluate the subsurface conditions encountered in the borings. • Evaluate the pertinent engineering properties of the recovered samples. • Provide recommendations concerning suitable types of foundation and floor slab systems for the proposed building. • Provide recommendations for earthwork and site grading. 3.0 FIELD OPERATIONS The subsurface conditions of the building site were evaluated by performing three borings, which were drilled on February 24, 2021 at the location directed by the client. The approximate boring locations are provided on the Plan of Borings (Figure 1) in the Appendix. The results of the field exploration program are presented on the Boring Logs (Figures 2 through 4) in the Appendix. A Soil Classification Chart containing the keys to symbols and the description of terms used on the boring logs are presented on Figure 5. A truck -mounted drilling rig with continuous flight augers were used to advance the borings. Soils were sampled using steel tubes. The samples were extruded in the field, logged, sealed, and packaged to preserve their in -situ moisture content and reduce disturbance during transportation to the laboratory. The load carrying capacity of the limestone encountered in the borings was evaluated in the field by performance of the Texas Department of Transportation's (TxDOT) Cone Penetration Test. Drilling and sampling were performed in general accordance with applicable ASTM and TxDOT procedures. -1- HF215949 4.0 LABORATORY TESTING The Boring Logs were reviewed by a geotechnical engineer who assigned soil samples for testing, Tests were performed in the laboratory by technicians working under the direction of the engineer. Testing was performed in general accordance with applicable ASTM procedures. Liquid and Plastic Limit tests (ASTM D 4318) were performed on samples of the cohesive soils. These tests were used in conjunction with moisture content tests (ASTM D 2216) for classification and estimating their volume change potential. Absorption swell tests were performed on selected samples of the cohesive materials to quantitatively evaluate volume change potential at the in -situ moisture levels at the time of drilling. A percent passing the No. 200 Sieve test was performed on selected samples of the cohesive soils to determine the percentage finer than 0.075 mm to aid in classification. Hand penetrometer tests were performed on samples of cohesive soils to evaluate consistency. The results of the laboratory tests are presented on the Boring Logs in the Appendix. Results of the swell tests are presented below in Table 1. TABLE 1 - SUMMARY OF SWELL TESTS Boring Depth ILL PI (foet) % 1 4-6 55 35 1 8 — 10 62 37 2 2-4 58 34 3 4-6 54 31 5.0 SITE SUBSURFACE CONDITIONS Initial Final Moisture Moisture (%) N 14A 23.2 21.0 28.9 18.8 26.1 19.3 24.0 Surcharge (Psf� 625 1125 375 625 Swell o- 4.5 8.8 6.7 .: The conditions encountered at each boring location are depicted on the Boring Logs in the Appendix, Descriptions of each strata with its approximated depth and thickness are provided. The depths reported on each log refer to the depth from the existing ground surface at the time the boring was performed. A brief description of the variable stratigraphy indicated by the borings is presented below. Dark brown, brown and tan clay soils with calcareous particles and some limestone fragments were encountered at the surface of Borings 1, 2 and 3; and extended to depths of about 8, 8 and 11 feet below existing grades, respectively. The upper clay soils had Liquid Limits (LL) of 55 to 59 percent, Plasticity Indices (PI) of 31 to 35, classified as CH according to the Unified Soil Classification System (USCS) and hard and dry in consistency. -2- H F215949 Tan brown and gray shaley clay and silty clay soils were next encountered in Borings 1, 2 and 3; and extended to depths of about 17, 18 and 17 feet below existing grades, respectively. They had LL's of 50 to 62 percent, PI's of 28 to 37, classified as CH according to the USCS and were hard in consistency. Tan limestone with clay seams was next encountered in Boring 1 and extended to a depth of about 18 feet below existing grade. Tan limestone was not observed in Borings 2 and 3. Gray limestone with shale layers was next encountered in the borings and extended to termination depths of about 25 feet below existing grades. Medium dense, non -plastic gray sand with gravel was next encountered in the borings and extended to termination depths of about 25 feet below existing grades. The soils encountered in the borings at this site are considered to be slightly active to moderately active with respect to moisture -induced volume changes. The soils encountered in the borings will shrink and swell with seasonal moisture changes within the active zone. 6.0 GROUNDWATER The borings were advanced in the dry using auger -drilling techniques. This process allows relatively accurate short-term observations of groundwater while drilling, Seepage was not observed in Borings 1, 2 and 3 while drilling and all three borings were observed to be dry after the completion of drilling. Groundwater levels will seasonally fluctuate due to variations in the amount of precipitation, evaporation and surface water runoff. Seasonal groundwater can be perched above and within the limestone. Groundwater conditions may change due to excessive landscape irrigation, tree root demand and from leaking buried utilities. 7.0 ANALYSIS AND RECOMMENDATIONS 7.1 Foundation Recommendations Dry CH clay soils were observed in the structure borings. The moisture related volume changes associated with the variable soils at the site, indicate that shallow foundation systems will be subject to some differential movements. If the owner is tolerant to differential foundation movements, lightly loaded structures such as these can use a ground - supported, stiffened slab foundation system for this site on modified soils. -3- H F215949 Drilled shafts independent of the ground supported foundation may be used to provide additional support. Alternatively, the proposed building may be supported above grade in a structurally suspended design or in conjunction with commercial type construction. Design parameters for commercial type, ground supported - stiffened slab, drilled shafts and a structurally suspended floor slab are presented below. 7.1.1 Floor Slabs The potential magnitude of the moisture -induced movements is influenced by the soil properties, overburden pressures, thickness of clay strata and to a great extent by soil moisture levels at the time of construction. The Potential Vertical Rise (PVR) estimates for the borings were estimated using the information from the testing program and are based on the Texas Highway Department's Method 124-E and our general knowledge of the area. PVR calculations are one-dimensional representations of the Potential Vertical Movements (PVM) (i.e. — swell is only considered). Shrinkage due to soil desiccation of about '/2 to % of the magnitude can also occur. PVR calculations are estimates based on assumptions that the area around the structure will be well drained and properly graded, landscape beds are uniformly -watered, and utility leaks are promptly repaired. Long-term utility leaks beneath the foundation may exceed those estimated in this report. Based on the soils encountered in the borings near finished grades, at a dry condition, we estimate the potential magnitude of post -construction heave for slabs -on -grade to be in the order of about 8 inches (TxDOT 124E - PVR). Reductions in anticipated movements (dry soil conditions) can be achieved by using methods to reduce on -grade floor slab movements and can be considered for this site if slabs -on -ground are constructed. It is estimated that slab movements of approximately 1 inch can generally be obtained by elevating the moisture contents (Moisture Conditioning) of the existing soils by excavation replacement, water injection or chemical injection, to a minimum depth of 10 feet below the bottom of the select fill cap. Water and chemical injection recommendations are provided in the appendix and excavation and replacement requirements are provided in the earthwork/site grading section of this report. The moisture conditioned or injected pad should be covered with a minimum of 18 inches of compacted select fill as soon as possible after completion of the selected moisture -conditioning process to prevent drying of the injected subgrade. The select fill or flexible base cap should extend to the pad edges or to a minimum of 5 feet beyond the building lines. The select fill cap should have a LL of less than 36 percent, a PI of 4 to 15 and be compacted to a minimum of 95 percent of ASTM D698 at or above the soil's optimum moisture content. Flexible base should meet TxDOT Item 247, type A or D, grades 1 or 2 and be comprised of crushed limestone or the recycled concrete equivalent and be compacted to a minimum of 95 percent of ASTM D698. Flexible base should be placed several percentage points above optimum moisture and tested at least one day after drying/curing. -4- HF215949 It should be realized that even slab movements of one-half inch can result in distress to floor coverings, interior partitions and finishes. Special provisions should be made to accommodate movement if slabs -on -grade construction is used. Design parameters are presented below. The following recommendations are based on the assumption that the finished floor elevations will be near the current grades. These recommendations should be reviewed when the grading plan is available. 7.1.2 Drilled Shafts Drilled shafts, independent of the stiffened slab foundation -system can be considered for additional support of the ground supported foundation or placed in conjunction with commercial or structural foundation types of construction. Straight drilled shafts should be situated a minimum of 3 feet into gray limestone with shale layers shale observed in borings at depths of about 18 feet. A minimum diameter of 18-inches is recommended for the straight shafts. The drilled shafts may be proportioned using an allowable bearing pressure of 20,000 pounds per square feet (PSF) and an allowable skin friction value of 2,500 PSF for compressive and tensile loads in the gray limestone w/shale. Skin friction of 500 PSF can be considered for the overlying soils. Skin friction in the upper 5 feet of the shafts should be neglected. Settlements of properly constructed drilled shafts bearing in the limestone shale for the structure, at the anticipated loads, are estimated to be on the order of 1/2 inch, or less. Adjacent shafts should maintain a minimum center -to -center spacing of 2.5 times the diameter of the larger shaft. Closer spacing will require reductions in the skin friction values presented above, and possibly special installation sequences. As a general guide, the design skin friction will vary linearly from the full value at a spacing of 2.5 diameters to 50 percent of the design value at 1.0 diameter. EWI should be contacted to review, on a case -by -case basis, shafts requiring closer spacing. 7.1.2.1 Soil Uplift Loads The shafts will be subject to uplift as a result of heave in the overlying clays. The magnitude of these loads varies with the shaft diameter, soil parameters, and particularly the in -situ moisture levels at the time of construction. They can be approximated at this site by assuming an average uniform uplift of 2,000 PSF over the shaft perimeter for a depth of 10 feet. The shafts must contain sufficient continuous vertical reinforcing to resist the net tensile load. -5- H F215949 7.1.2.2 Shaft Construction Considerations Excavation for the shafts should be maintained in the dry. Concreting should closely follow excavation to reduce potential caving and/or seepage problems. Groundwater seepage was not observed in the borings, but may encountered during installation of the drilled shafts, particularly if construction proceeds during a wet period of the year. Rapid placement of steel and concrete will likely permit shaft installation to proceed; however, seepage rates or caving soils could be sufficient to require the use of temporary casing for installation of some of the shafts. If necessary, the casing should be seated in the bearing stratum with all water and most loose material removed prior to beginning the design penetration. Care must then be taken that 'a sufficient head of plastic concrete is maintained within the casing during extraction. Slurry placement methods may be necessary if the casing cannot be sealed. The concrete should have a slump of 6 inches plus or minus 1 inch and be placed in a manner to avoid striking the reinforcing steel during placement. Complete installation of individual straight shafts should be accomplished within an 8-hour period after completion of drilling. The drilled shaft design recommendations provided in this report are based on proper construction procedures, including maintaining a dry shaft excavation and proper cleaning of bearing surfaces prior to placing reinforcing steel and concrete. All drilled shaft installations should be inspected by qualified geotechnical personnel to help verify the bearing stratum, the design penetration, and perform related duties. 7.1.3 Grade Beams & Pier Caps Grade beams for commercial type construction should be supported by the drilled shafts in movements up to an inch cannot be tolerated. A minimum void space of 12 inches is recommended between the bottom of grade beams and pier cap extension and the soil subgrade. These voids will serve to minimize distress resulting from swell pressures generated by the soils. Structural cardboard forms are one acceptable means of providing these voids beneath cast -in -place elements. The grade beams preferably should be formed rather than cast against earth trenches. Earth formed beams should be neat and clean and inspected just prior to concrete placement. Backfill against the exterior face of structural elements should be properly compacted onsite soils. Compaction should be a minimum of 95 percent of ASTM D 698 at a minimum of +3 percentage points above the optimum moisture content determined by that test. If differential foundation movements can be tolerated, small single -story buildings can use ground - supported, stiffened slab foundation systems for soil this site on modified soils. Recommendations for ground supported foundations are provided below. -6- H F215949 7.1.4 Post -Tensioned Foundation Svstems Post -tensioned or conventionally reinforced, ground -supported stiffened slab foundation systems must be designed to resist and/or tolerate potential vertical movements due to volume changes in the site soils without inducing unacceptable distress in the foundation or structural elements. These movements will typically occur as differential movement between the periphery and interior of the slab -on -grade system. Design parameters were developed for differential swell (y,,) using the Post -Tensioning Institute's (PTI) slabs -on -ground (Third Edition) design method and the VOLFLO 1.5 computer program. The PTI design criteria based upon 14 feet of moisture conditioned soils with an 18 inch select fill or flexible base cap for are presented below in Table 2. TABLE 2 —PTI DESIGN CRITERIA Based on 10' of Moisture Conditioned Soils W/Cap Center Lift Edge Lift (PTI 3d Ed.) Borings I through 3 Edge Moisture Variation (em) 7.7 ft. 3.9 ft. Differential Swell (Ym) Potential Vertical Rise (PVR) 0.6 in. 10.9 in. About 1 inch The grade beams of the slab -on -grade foundation system should exert a maximum bearing pressure of 1,500 PSF on chemically injected soils or 1,200 PSF on water injected or moisture conditioned soils. These beams should extend a minimum of 12 inches below finished grade. A properly engineered and constructed vapor retarder (5 mil minimum) should be provided beneath slab areas, which will be covered, carpeted, or sealed. 7.2 Utilities Care should be taken that utility cuts are not left open for extended periods, and that the cuts are properly backfilled. Backfilling should be accomplished with properly compacted on -site soils, rather than granular materials. A positive cut-off at the building line is recommended to help prevent water from migrating in the utility trench backfill. 7.3 Earthwork/Site Gradinq The on -site soils may be used as fill for general grading. Imported fill should have a Liquid Limit of less than 36 percent and a PI of 4 to 15 (select). The subgrade in areas to be filled and/or under residence structures, slopes and pavements should be stripped of vegetation and any debris present. -7- H F215949 The soil subgrade beneath the any fills should be scarified to a minimum depth of 6 inches and uniformly compacted to a minimum of 94 percent of ASTM D 698 at a minimum of +4 percent (moisture conditioned) above the soil's optimum moisture determined by that test. The clay native fills should then be spread in loose lifts, less than 9 inches thick and uniformly compacted to the same criteria. Imported select fill should be uniformly compacted to a minimum of 95 percent of ASTM D 698 at or above the soil's optimum moisture determined by that test. If trees are removed within the perimeter of the pad, the soil should be excavated to a depth beneath the root bulb and replaced to the same criteria presented above. The pad should be proof rolled with heavy pneumatic equipment. Any soft or pumping areas should be excavated to a firm subgrade and properly backfilled. It should then be scarified to a minimum depth of 6 inches and uniformly compacted to the same criteria presented above. If tree bulbs are not removed, the rooted areas may be in a desiccated state and the potential for heave may exist as moisture levels increase over time. 7.4 Site Drainage All grades should provide positive drainage away from the structures. Water ponding near or adjacent to the perimeter of a structure can result in soil movements exceeding those discussed in this report. Open ground should ideally be sloped at a minimum of 5 percent grade for at least 10 feet beyond the perimeter of the foundations. Flatwork will be subject to post -construction movement. Maximum grades practical should be used for flatwork to prevent areas where water can pond. In addition, allowances in final grades should take into consideration post -construction movement of flatwork, particularly if such movement would be critical. Where paving or flatwork abuts the structures, care should be taken that the joint is properly sealed and maintained to prevent the infiltration of surface water. Planters located adjacent to a structure should be designed to drain. Sprinkler mains should be located a minimum of five feet away from the building lines. If heads must be located adjacent to a structure, then service lines off the main should be provided. It should be advised that it is important to maintain moist ground conditions during prolonged periods of dry weather. If trees are planted or existing trees remain in proximity to a structure closer than 1 times the mature tree height, root barrier systems placed by a certified arborist should be considered. Roof drains should be extended a minimum of 5 feet away from the structures for grades less than 5 percent. 7.5 Seismic Site Class Based upon the borings and our knowledge in the area, the site can be characterized as Site Class "C" according to Table 1615.1.1 of the 2006 International Building Code (IBC). -8- H F215949 8.0 LIMITATIONS The professional services performed for the preparation of this geotechnical report were accomplished in accordance with current and locally accepted geotechnical engineering principles and practices. The recommendations presented in this report are based upon the data obtained from the borings at the indicated locations and/or from other information discussed in this report. The subsurface conditions occurring between borings and across the site, or due to seasonal/annual climatic cycles may vary from those encountered in the borings. The nature of these variations may not become evident until during or after construction. Should subsurface conditions varying significantly from those described herein, EWI should be immediately notified to evaluate the effects on these recommendations and so supplemental recommendations can be provided. EWI's services should also be retained for the final review of design plans/specifications so comments can be made regarding interpretation of the geotechnical recommendations provided in this report, or to provide additional borings if soil variation is encountered during foundation placement. The recommendations provided in this report were prepared for the exclusive use of our client. No warranties, expressed or implied, are intended or made. The information and recommendations provided in this report are applicable only for the design of the types of structure(s) described in the Site and Proiect Information section of this report and should not be used for any other structures, locations or for any other purposes. We should not be held responsible for the conclusions, opinions or recommendations made by others based upon the information submitted in this report. If changes to the design and/or location of this project as outlined in this report are planned, the recommendations provided in this report shall not be considered valid unless EWI reviews these changes and either verifies or amends this report in writing. Construction issues such as site safety support of excavations and dewatering procedures are the responsibility of others. The scope of services for this report does not include any environmental or biological assessments either specifically or implied. If the owner is concerned about the potential mold, fungi, bacteria, identification of contaminants or hazardous materials and conditions, etc., additional studies should be undertaken. EWI's capabilities include a full range of construction material testing and observation services. A qualified testing firm should be retained to provide testing and observation during excavation, grading, foundation and construction phases of this project. We will retain the samples recovered from the borings on this project for a period of 30 days subsequent to the submittal date printed on this report. After the 30-day period, the samples will be discarded unless otherwise notified by the owner in writing. -9- H F215949 GENERAL SPECIFICATIONS FOR WATER - PRESSURE INJECTION 1. Injection process shall be observed on a full-time basis by a qualified inspector under the direction of the owner's designated geotechnical engineer. 2. A surfactant (wetting agent) shall be added to the water. The amount of surfactant used should be in accordance with the manufacturer's recommendations. 1 The lower portion of the injection nozzle shall consist of a hole pattern that will uniformly disperse the water throughout the entire depth. 4. injection pressures should be adjusted to disperse as large a volume of water as possible within a pressure range of 50 to 200 pounds per square inch. 5. Injection pipe shall be forced downward (not jetted or washed) in twelve to 18-inch intervals, injecting to refusal at each interval (minimum of seven intervals) to a minimum depth of 10 feet. Refusal will be determined on site by the inspector. 6. Spacing for the injections not to exceed five feet on center each way, and injections shall be carried at least five feet outside building lines. Subsequent injections should be offset from initial locations in a pattern that maximizes distribution of the mixture. 7. After the recommended number of injection passes the moisture content of the soils shall be evaluated by the owner's designated geotechnical engineer on the basis of laboratory tests on tube samples (not cuttings) obtained from shallow borings under his supervision following a twenty -four-hour curing period. This engineer shall develop recommendations on the need for any additional injections. 8. In the event that more than three injection passes are required, the surface of the injected area shall be scarified to a depth of at least eight inches and re -compacted prior to the next injection. 9. The surface of the injected area should be sealed or otherwise protected against moisture loss as soon as possible after acceptance of the water injection process. -10- HF215949 GENERAL SPECIFICATIONS FOR CHEMICAL - PRESSURE INJECTION 1. The chemical ionic stabilizer should be mixed with clean water at the concentration recommended by the manufacturer. 2. The lower portion of the injection nozzle shall consist of a hole pattern that will uniformly disperse the chemical throughout the entire depth. 3. Injection pressures should be adjusted to disperse as large a volume as possible within a pressure range of 200 to 250 pounds per square inch. 4. Injection pipe shall be forced downward (not jetted or washed) in twelve to 18-inch intervals, to a minimum depth of 10 feet. 5. Spacing for the injections not to exceed three feet on center each way, and injections shall be carried at least five feet outside of building lines. Subsequent injections, if necessary, should be offset from initial locations in a pattern that maximizes distribution of the mixture. 6. After the chemical injection is completed, the soils shall be evaluated by the owner's designated geotechnical engineer on the basis of laboratory tests on tube samples (not cuttings) obtained from shallow boring under his supervision following a seventy -two-hour curing period. This engineer shall develop recommendations on the need for any additional injections should the average of 3 swell tests per test boring exceed one percent. 7. The surface of the injected area should be properly compacted and sealed as soon as possible after acceptance of the injection process. -11- HF215949 S1S LEGEND: Boring Location Approximate Site Boundary Not To Scale EAST JESSAMINE STREET / A I[--q / Ellerbee Walczak, Inc. EWI Report #HF215949 30 B-3 (32,718111.-97,319717) -6 B-1 Property fCorner I I I I 1 I 30 I I I t I PLAN OF BORINGS Proposed Container Center 865 East Ramsey Avenue Fort Worth, Texas Ellerbee-Walczak, Inc. 4501 Broadway Avenue Haltom City, Texas 76117 Telephone: 817-759-9999 Fax: 817-759-1888 CLIENT HOPE Farm Inc. PROJECT NUMBER HF215949 DATE STARTED 2124/21 COMPLETED 2124121 DRILLING METHOD Continuous Flight Auger NOTES MATERIAL DESCRIPTION Dark brown clay Brown clay - with calcareous particles Brown shaley clay Tan and gray silty shaley clay Tan limestone - with clay seams Gray limestone Gray limestone - with shale layers Bottom of hole at 25 feet. BORING NUMBER B-1 PAGE 1 OF 1 PROJECT NAME Proposed Container Center PROJECT LOCATION 865 E. Ramsev Ave. In Ft. Worth, TX GROUND ELEVATION NIA GROUND WATER LEVELS: AT TIME OF DRILLING Dry AT END OF DRILLING Dry AFTER DRILLING -- W 3. _ ATTERBERG a m _ w o LIMITS w 2 Cr J 7u7��Ny �a (i7 W �o oc4a Oz a� gJ Z W Q Fns IL O 17 (Y 20 U JJ a. 4 U- ST 1 ST P = 4.5+ 24 55 24 31 85 ST P = 4.5+ ST P = 4.5+ 14 55 20 35 ST P = 4.5+ ST P = 4.5+ 21 62 25 37 ST P = 4.5+ 20 50 22 28 AU THD T = 0.25"1100 AU THD T = 2.5'7100 FIGURE 2 Ellerbee-Walczak, Inc. 4501 Broadway Avenue Haltom City, Texas 76117 Telephone: 817-759-9999 Fax: 817-759-1888 CLIENT HOPE Farm Inc. PROJECT NUMBER HF215949 DATE STARTED 2124/21 COMPLETED 2124/21 DRILLING METHOD Continuous Flight Auger NOTES U Z w IL O MATERIAL DESCRIPTION O � Dark brown clay - with calcareous particles Brown clay - with calcareous particles Brown shaley clay Tan and gray silty shaley clay 15 Gray limestone - with shale layers 20 25 BORING NUMBER B-2 PAGE 1 OF 1 PROJECT NAME Proposed Container Center PROJECT LOCATION 865 E. Ramsev Ave. In Ft. Worth. TX GROUND ELEVATION N/A GROUND WATER LEVELS, - AT TIME OF DRILLING Dry AT END OF DRILLING Dry AFTER DRILLING --- H w o ATTERBERG z m OLL C w o �H LIMITS _ H Z J O �C � ZA Nw d� �--F- U �a C L��a0. CN }`� OZ �2 0z �p N m=~a�a o �o �--� g� gZ z ZFaLz[3QY a Li ST P = 4.0 ST P = 4.5+ 19 58 24 34 ST P = 4.5+ ST P = 4.5+ 17 55 20 35 ST P = 4.5+ ST P = 4.5+ 23 AU THD T = 3.0'7100 AU THD T = 1.5"1100 Bottom of hole at 25 feet. FIGURE 3 EIlerbee-Walczak, Inc. 4501 Broadway Avenue Haltom City, Texas 76117 Telephone: 817-759-9999 Fax: 817-759-1888 CLIENT HOPE Farm Inc. PROJECT NUMBER HF215949 DATE STARTED 313121 COMPLETED 313121 DRILLING METHOD Continuous Fliaht Auger NOTES MATERIAL DESCRIPTION Brown clay Tan clay - with calcareous particles and limestone fragments Tan shaley clay Gray limestone - with shale layers Gray limestone Bottom of hole at 25 feet. BORING NUMBER B-3 PAGE 1 OF 1 PROJECT NAME Proposed Container Center PROJECT LOCATION 865 E. Ramsev Ave. in Ft. Worth, TX GROUND ELEVATION N/A GROUND WATER LEVELS: AT TIME OF DRILLING Dry AT END OF DRILLING Dry AFTER DRILLING --- ATTERBERG M Cn~ w e LIMITS ~} w _C�2a �Zo O p OZ e ( 0 Q b a: pZ 20 a J-J J Z L m ICJ a V 0. z ST P = 3.25 29 59 29 30 ST P = 4.0 ST P = 4.5+ 19 54 23 31 ST P = 4.5+ ST P = 3.75 19 59 23 36 ST P = 4.0 25 62 25 37 Au THD T = 1.5" 1100 AU T = 1.0" 1100 THD FIGURE 4 SOIL CLASSIFICATION CHART MAJOR DIVISIONS SYMBOLS GRAVEL AND GRAVELLY SOILS COARSE GRAINED SOILS MORE THAN 50% OF COARSE FRACTION RETAINED ON NO. 4 SIEVE MORE THAN 50% SAND OF MATERIAL IS AND LARGER THAN SANDY NO. 200 SIEVE SOILS SIZE MORE THAN 50% OF COARSE FRACTION PASSING ON NO. 4 SIEVE SILTS FINE AND GRAINED CLAYS SOILS MORE THAN 50% OF MATERIAL IS SMALLER THAN NO. 200 SIEVE GRAPH I LETTER W.O.W. CLEAN aGRAVELS w.! ! GW (LITTLE OR NO FINES) �o D�o ,'-- GP GRAVELS WITH aOD��-cSDC GM FINES 0 '(D a (APPRECIABLE GC AMOUNT OF FINES) CLEAN SANDS SW (LITTLE OR NO FINES) SP SANDS WITH SM FINES (APPRECIABLE SC AMOUNT OF FINES) LIQUID LIMIT LESS THAN 50 ML j/ CL MH SIZE SILTS LIQUID LIMIT AND CLAYS GREATER THAN 50 CH OH HIGHLY ORGANIC SOILS r/ PT NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS TYPICAL DESCRIPTIONS WELL -GRADED GRAVELS, GRAVEL - SAND MIXTURES, LITTLE OR NO FINES POORLY -GRADED GRAVELS, GRAVEL - SAND MIXTURES, LITTLE OR NO FINES SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES WELL -GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES POORLY -GRADED SANDS, GRAVELLY SAND, LITTLE OR NO FINES SILTY SANDS, SAND - SILT MIXTURES CLAYEY SANDS, SAND - CLAY MIXTURES INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SAND OR SILTY SOILS INORGANIC CLAYS OF HIGH PLASTICITY ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS PEAT, HUMUS, SWAMP SOILS WITH HIGH ORGANIC CONTENTS Figure 5 GC-6.09 PERMITS AND UTILITIES THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised March 20, 2020 G4-01 60 00 PRODUCT REQUIREMENTS THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WATER & SEWER IMPROVEMENTS TO SERVE HOPE FARMS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS IPRC24-0066 Revised March 20, 2020 FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/1612024 I Concrete 1992022 03 30 00 Miz Design American Concrete Company ' IOCAFO29 3000 psi Concrete for Sidewalks & ADA R� 19 9 2022 03 30 00 Mix Design American Concrete Company OIJAF382 1000�si Concrete Base Material for Trencb A�epatr 19 9'-022 03 30 00 Mix Design American Concrete Company 40CNF065 4000 psi Concrete for Manholes & Utility Structures 1111202, 9 1 2022 03 30 00 Mix Design American Concrete Company 45CAF076 4500p i Concrete for Hand Placed Paviy 1,9 O7 30 00 Mix Design Argos DI0000001737 4500 psi Concrete Cor Hand Placed Paving I v/9/2U22 03 30 00 Miz Design Argos D100000D1791 4500 psi Concrete Cor Hand Placed Petting 19/9/2U22 OJ )0 00 Mix Design Argos D10000001793 4500 psi Concrete for Nand Placed Paving 1/9/2021 031001 Mix Design Argos DI0000001103 4500 osi Concrete for Hand Placed Pi vin,; 9/9/2022 03 30 00 Mix Design Argos DIOOO0002107 4500 psi Concrete (m Hand Placed Paving 9192022 03 30 00 Mix Design Argos D1000000127J 4500 osi Concrete for Hand Placed Pa" 9/9/2022 03301 0 Mix Des Argos D 10000001617 3600 osi Concrete for Machine Placed Paving 9/9/2022 0,3000 33000 Mi. Derr Argos D10000008381 4500 ss Concrete for HES Paving 9/9/2022 033000 Mix Design Argos D10000009857 Socni towable Fill-CLSM 19/9/2022 03 3000 Mix Design Argos D10000001055 3000 osi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter 19/9/2022 03 30 00 Mix Design Argos D1000001043S 3000 Dsi Concrete for Sidewalks, Curbs O3 30 00 Mix Design Argos D10000015655 3000 psi Concrete for Curbs, Curb & Gulters, Sidewalks, Driveways, ADA Ramps 19/9/2022 9/9/2022 07 3000 Mix Design Argos D1000001615 3600 si Concrete for Inlets, Boxes, Encasement, BlockiV 1919/2022 03 3000 Mix ign Argus 061 si for Inlets. oxes, Encasement, Blocki Blocking 19/92022 03 3000 Mix Dessp Argos D11 000000083S 4088psi Concrete a for ValveBPads, Inlets, Structures, 113 all,, Thrust 9/9/2022 03 3000 Mix Desfr Argos DI0000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 19/92022 03 3000 Mix Dear Argos D10000001685 4000pi Concrete for Valve Pads Psi 19/92022 19/92022 03 30000 03 30 00 Mix Design Mi. Design Argos Argos DI0000005751 750 Concrele Base for Trench Repair D10000001681 4000 osi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 19/92022 03 30 00 Mix Design BiN Concrete 7SKGRT 3000Concrete for Grouting 19/9/2022 152/2023 03 30 00 32 l3 I3 Mix Dcs� Mix Design Bia'D Concrete Bi��,D, Concrete ,pi 14500AE 450�fPi Concrete for Hi� Early Stren Paving CM.4520AE 45tl0 psi Concrete for Hand Place�ving 191912022 O3 30 00 Mix Design BigYown Concrete 452065-1 4500 psi hand placed paving 19/92022 03 30 00 Mix Design Big own Concrete 450065-1 4500 i hand pacedp� 19/92022 0330 00 Mix Design Bumco Texas 45U500BG 4500 psi Concrete klix foriiand Placed Pavingl Storm Structures 19/9/2022 0330 00 Mix Design Bumco Texas 40U553BG 4000 si Concrete Miz for Machine Placed Paving 19/92022 0330 OO Mix Design Bumco Texas 55U120AG 400(f psi Cone.,a Mix for High Early St a gth Pavia Slocks, 19/92022 033000 Mix Design Bumco Texas 30UIOOAG 3000 nsi Concrete Mix for Pp�9e Collins, Inlets, Thru Sidewalks, ADA Ramps 11112-2 03300000 00 Mi. Design Bumco .as 3OU101AG 3000 osi Concrete Mix for Ffatwork 30U500BG 3000 psi Conemte Mix for Blocking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters. I9/9/2022 OJ JO 00 Mix Design Bumco Texas Sidewalks, ADA Ramps 19/92022 033000 Mix Design Bumco Texas 40U500BG 4000 Concrete Mix for Storm Drain Structures, Driveways, Screen Walls, Collars 19/92022 03 30 00 Miz Design Bumco Texas 36US00BG 36U6 psi Concrete Mix for Lighti9 and TratSe Signal Foundations 19l9/2022 03 30 00 Mix Design Bumco Texas 08Y450BA 800 psi Concrete Mix for Base for Trench Repair 19/92022 03 30 00 Mix Dca p Bumco Texas 011'690BF 100 qqsi Concrete Mix for Flowable Fill 11/82024 OJ JO 00 Mix Design Bumco Texas 36U502BG / 5.7, Sacks 13,600 psi Concrete Mix for Lighting & Traffic Signal Foundations 14/12024 033000 mix Design Bumco Texas 35USOOBG 3500y si Concrete Mix for Crosswalks 1411'2024 03 3000 Mix Design Bumco Texas 3OU50OBC 3000psi Concrete Mix for Sidewalks 14/1/2024 03 3000 Mix Design Bumco Texas 09Y45OBA Grout 14/I2024 03 30 00 mix Des��ri Bumco Texas 0IY69OBF 100 qqsi Concrete Mix for Flowable Fill 14/12024 03 30 00 Miz Design Bumco Texas SSU120AG 4500n si Concret Mix for High EarlyS1icVh 3000osi(a) 3 days 141 2023 0334 16 Mi. Design Buono Texas IOYH50BF IOOOJjsi Concrete Base Material for Trench Repair 19/92022 03 30 00 Mix Design Carder Concrete FWCC602021 4500 psi concrete for Hand Placed Paying 19/92022 03 30 00 Mix Design Carder Concrete FWCC552091 3600 psi for Machine Placed Paving 19/92022 03 30 00 Mix Design Carder Concrete F WCC602091 3600 pp i for Machine Placed Paving 19/92022 03 30 00 Mix Design Carder Concrete FWCC359101 Flowable Fill - CLSM 19/9/2022 03 30 00 Mix best Carder Concrete FWFF237501 Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC602001 4000 psi Concrete for Stone Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC50202:3500 psi concrete for Sidewalks, Driveways, Ramos, Curb & Gutter 19/9/2022 03 30 00 Mix Desi Carder Concrete FWCC502003000 psi for Sidewalks, Drivewa( Ramps, Curb & Gutter, Flatwork 19/9/2022 03 30 00 Mix Design Charles Concrete 4142 3600 usi Concrete for Curb Inlets, Junction Boxes OJ 30 00 Mix Design Charle s Concrete 4518 4000 psi Concrete for Headwalls, Wingwalls 9/9/2022 OJ 3000 Mix Design Charle s Concrete 5167 3600 osi Concrete Mix for Machine Placed Pavi 191112022 9/9/2022 03 30 00 Mix Des Charle s Concrete 4609 4500 psi Concrete Mix for Hand Placed Paving, _holes 9/9/2022 03 30 OD Miz Design Charleys Concrete 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 19/9/2022 033000 Mix Dcsp Ch. leJs Concrete 4502 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 30 00 Miz Design Charles Concrete 3759 3000 Concrete Mu for Sidewalks 9/92022 033000 Mi. Design Churle sConerete 1502150'�i Concrete for Flowable FiIILLBM 9/9/2022 033000 Mix Design Charleys Concrete I518 150 Psi Concrete for Flowable Fill-CLSM 9192022 0330 00 Mix Design Charley. Concrete 5642 4000 psi Concrete for Storm Drain Structures 9/9/2022 0330 00 Mix Design Charley, Concrete 6595 5000 psi Concrete Mix for High Early Strength Paving 9/92022 033000 Mix Design Charley,Concrete 6589 4500 j t Concrete Mix for FEgh Early S�h Paving 9/9/2022 03 30 00 Mix Design Chisholm Toad Redi Mix C13020AF 7000 psi Concrete for Driveways, Curb & Gutter 9192022 03 30 00 Mix Design City Concrete Company 11-350-FF 50-I50 osi Concrete for Flowable Fill-CLSM FORT WORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 Concrete(Cpatinued) 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA25113000 psi Cupercte for Rq�-Rai 9/92022 033000 Mix Design City Concrete Company 30HA20Il 3000 psi Concrete Mix m Blocking, Sidewalk:, Flatwork, Pads 9192022 033000 Mix Design City Concrete Company 45NG25Il 3600 psi Concrete Mix for Drilled ShaRs/Lighling and Traffic Sigaal Foundations 9192022 0330 00 Mix Design City Concrete Company 50QG25Il 3600 psi Slurry Dis laced Drilled Shaft �ix 9192022 0330 00 Mix Design City Concrete Cmmmy 45NA20II 4500ysr Concrete for Hand Placed Paving 9192022 03 30 00 Mix Design City Concrete Company 36LA2011 3600 nsi Concrete Mix for Machine Placed Paying 9/9/2022 0330 00 Mix Design City Concrete Comtsany 36JAGOIJ 3600psi Concrete Mix for Machine Placed Paving 9192022 0330 00 Mix Design City Concrete Company 40LA2011 4000 psi Concrete Mixfor S[opn Drain SWctums 11/16/2022 00 033000 Mix Design City Concrete Co—v CLNG25B 3600 psi Concrete for Drilled Shaft/2 ti��md Tm1Ec Seal Foundations 5/5/2023 03 30 00 Mix Design City Concrete Company CCNA250AG 3 00 psi Concrete for Drilled Sha Li tip\ ad Tm01C Signal Foundations 5/52027 73000 033000 Min Design City Concrete Company CSSQA250AG 3,600 qsr Concrete for Slu[�Displacemea�hafts, Underwater Shags 9/92022 0330 00 Mix Design Cow Town Redi Mix 250 3000 up Concrete hliz for Sidewalks. Drivewalz, ADA Ramos 9/92022 0330 00 Mix Design Cow Town Rcdi Mix 3SO 3000 si Concrete Mix for Sidewalks, Driveways, ADA Ramos 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 9 70 si Plowable Fill - CLSM 9/9/2022 111411 13 Mix Design Cow Town Redi Mix 9-S-I 70ysi Flowable Fill -CLSM 9/9/2022 03 34 l3 Mix Design Cow Town Redi Mix 220-8 Sli psi Conerere Mix Cor Flowable Fill -CLSM 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 320-8 50 yysi Concrete Mix for Plowable Fill - CLSM 9/9/2022 033000 Mix Design Cow Town Redi Mix 230-8 750 ysi Concrete Base Material for Trench Repair 9/92022 033000 00 Mu Design Cow Town Redi Miz 33OS8 750 rsi Concrete Base Material for Trench Repair 9/92022 03 30 00 Mix Design Cow Town Redi Mix 353 3000pps Concrete Mix for Sidewalks, ADA Ramos, Driveways, Curb & Gutter, Safety End Treatments, Nan-TxDOT Retain � Walls Is 9/92022 03 30 00 Mix Design Cow Town Redi Mix 253-W 7600psi Concrete Mix Sidewalks, ADA R ps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Reminingl4al Culverts, 9/92022 03 30 00 Mix Design Cow Town Redi Mix 260 4000yys Concrete Mix for Bridge Slabs, Box Headwalls 9/9n022 03 30 00 Mix Design Caw Town Redi Mix 260-1 3600 psi Concrete Mix for Headwalls 9192022 03 3000 Mix Design Caw Town Redi Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls 9/92022 03 30 00 Mix D-on Cow Town Redi Mix 360 4000 i Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/92022 03 30 00 Mix Design Cow Town Redi Mix 360-1 3607$$ i Concrete Mix for Box Culverts, Headwalls, W ingwalls 9/92022 03 30 00 Mix Design Cow Town Redi Mix 264-N 450O�si Concrete Mix for Hand Pined Paving 9192022 03 30 00 Mix Des i Cow Town Redi Mix 366 4500 psi Coacrete Mix for Hand Placed Paving 9/92022 O3 30 00 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 9/92022 00 033000 Mix Design Cow Town Redi Mis 365 4500R�ei Concrete Miz for Hand Placed Paving 9/9/2022 033000 Miz Design Cow Town Redi Mix 370-NC SSSOUpsi Concrete for HES Paving 9/92022 033 OU Miz Design Cow Town Redi \fix 370-INC 50011 vi Concrete for HES Paving 9/92022 033000 Mix Design Cow Town Redi Mix 375-NC 5000 yst Concrete for HES Paving 9/92022 03 30 00 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix for Manholes and Dmina��e Structures 9/92022 03 30 00 Mix Design Co. Town Redi Mix 270 5000 psi Concrete Mix for Cast -in -Place Box CuI`¢rts 9/9/2022 0330 00 Mix Design Cow Towa Redi Mix 370 5000y si Concrete Mix for Cast -in -Place Box Culverts 9/92022 033 00 Mix Des Cow Towv Redi Mix 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/92022 03 30 00 Mix Desism Co"To Redi Mix 257 7600� si Concre[e mix for Valley Gutters 11/14/2022 32 13 13 Mix Desilm Cow Town Redi Mix 357-M 3600 psi Concrete Mix for Machine Plued Paving 9/92022 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 2WM 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 35 13 13 Mix Design Cow Town Redi Mix 360-M 4000ysi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-LP 3006 psi Concrete Miz for Curb & Gutter 9/9/2022 03 30 00 Miz Design Cow Town Redi Mix 355-LP 3000,p i Concrete Mix for Curb &Gutter 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 255 3500 ps"Concrete Miz for Flatwork. Inlets, Thrust Blocking Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355 3000 p i Concrete Mix for Inlets, Thmst Blocki^�F Concrete Encasement 9/9/2022 03 30 00 Miz Design Cow Town Redi Mix 365STX db2ysi Concrete for Bridge slabs, too slabs of duect mifEc culverts, approach slabs-TXDOT Class S-No Fly Ash 9/9/2 03 30 00 Min Design Cow Town Redi Mix 357 3600 ppssi Concrete Mix for Valleyy Gutters 5/1202' 03 30 00 Mix Duign Cow Town Redi Mix 360-2DS 3b0Opsi Concrete Mix Inr'IXDOT Class C Drilled Shags 6/21/2023 03 30 00 Mix Design Cow Town Redi Mix 360-DS 3600Asi Concrete for Drilled ShaR/Lighting and Tmffc Signal Foundation 1/18/2023 03 30 00 Mix Design Cow Town Redi Mix 380-NC 450(1 �i Concrete for HES Pavi�}y 129/2024 34 13 13 Mix Design Estrada Ready Mix 4575AESC / 7�0 Sacks / 4,500,� i (3,000 psi @ 3-day) Concrete for HES Pay. 1/29/2024 03 JO 00 Mix Design Estrada Ready Mix R7050AEWR / 5.00 Sacks / 3,000�si Concrete for Sidewalks, Ramps, Inlets, and Manholes /29/2024 03 30 00 Mix Design Estrada Ready Mix Q 5AEWR / 5.50 Sacks / 3,606 psi Concrete for Hwdwalls, Wi7p�'alls, and Culverts 1/292024 2162024 03 30 00 321313 Mix Design iniz Design Estrada Ready Mix Estrada Ready Mix R4060AEWR 16.00 Sacks / 4,000 i Concrete for Bri ,(: Slabs, YW Slabs, and Approach Slabs TD3655AEWR 15.50 Sacks/3,61 1ii. Coperetefor Machine Placed Paving 129f2 32 13 13 Miz Design Estrada Ready Miz R4560AEWR/ 6.00 Sacks / 4,500 si Concrete for Hand Placed Pavi 2212024 03 30 00 Mix Design Estrada Reedy Mix R36575AEWR / 5.76 Sacks / 3,6("(p0 c Concrete fm Drilled Shift I ling sad Traf a S1q�aI Foundations 9/92022 O3 30 00 Mix Design GCH Concrete Services GC}I4000 4000 nsi Concrete for for Sidewalks, Ra[r�ps, Headwalls, In ets, and Storm Drain $wctures 9/9/2022 03 30 00 Mix Des'�ii GCH Concrete Services GCHVS 4000 psi Concrete for Machine Placed Pavng 9/9/2022 0330 00 Mix Des��n GCH Concrete Services GC4500 nsi Coacrete Hand Placed Pavin 9/92022 0330 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 i Concrote for Sidewalks, AI�A 9/9/2022 033000 Mix Design Ingram Concrete & Aggregates 2MWR-70127504 �000 ??si Concrete for Sidewalks, ADAsRamgs 9/92022 033000 Mix Design Ingram Concrete & Aggregates 2MWR-147QW SDS J006 psi Concrete Mix for Sidewalks, ADA Ranos 9/92022 03 3000 Mix Des Ingram Concrete &Aggregates 2MWR-056PSSD5 4000 psi Concrete Machine Placed Paving 9/9/2022 03 3000 Mix Desrgn Ingram Concrete & Aggregates 2MWR-1611JV5DM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-IOM ISSON 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PSSEM 4500 psi Concrete for Hand Placed Pavim; 9/9/2022 03 3000 Mu Design Ingram Concrete & Aggregates C47PVSE5 3000 psi Concrete Mix for Sidewalks, ADA Ramps CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 I ConereftCoanued) for Drilled Shafla/L Ling Tmflic Signal Foundations 14/7/2023 03 30 0 mix Desi Ineram Concrete & Aggregates 10L�3SSON 3,600 i Concrete and 19/9/2022 033000 Mix Desp ]ngnon Concrete & Aggregates 16IPSSEM 4500 Concrete Mix for Hand Placed Paving 19/9/2022 03 3100 Mix Design Holcim- SOP- Inc. 5177 3000 nsi Concrete Mix for Sidewalks 19/9/022 03 30 00 Mix D.1 p Holcim- SOR, Inc. 1261 3000 psi Concrete Mix for Sidewalks 19f9/2022 4 30 00 Mix Design Holcim- SOIL Inc. 21254500psi Concrete for BES Paving 1.1022 03 70 00 Mix Design Holcim- SOR, Inc. 1701 4000 psi Concrete Mix for StonnDrain Structures, Sanitary Sewer Manholes Junction Box 1911.022 OJ 30 00 Mix Design Holcim- SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets 19/9/2022 OJ 30 00 Mix Design Holcim- SOR, Inc. 5507 4100 qsi Concrete Mix for Hand Placed Paving 112115/2022 3 30 00 Mix Design Holcim - SOR, Inc. 374I 100 psi concrete far➢owable ➢IVCSLM 19/9/2022 04 30 00 Mix Design Holcim- SOR, Inc. 5017 200 psi Concrete for Base Material for Trench Repair 19/9/2022 033000 Mix DaP Holcim- SOP- Inc. 9600 36011 psi Concrete for Drill Sha➢s/Ligbting and Traffic St �al Foundations 19/9/2022 03 70 00 Mix Desp Hal ins SOR, Inc. 1851 4500 psi Concrete for Storm Drain Structures, Hand Placed P.0 11, 112/5/2022 43000 Mix Desp Holcvn- SOR, Inc. 1822 3600 osi Concrete for Drilled ShOs/Lighting and TmRc Signal undations 14/2/2024 33000 Mix Desp Holcim - SOR, Inc. 5940 3600 pi Concrete f Machine Placement 1919/202' OJ 30 00 Mix Design Huletm - SOR, Inc. 1859 4000 ``Jsi Concrete fr Drilled SWI VI-gdoing and T.ffic Signal Foundations 1,1..024 03 30 00 Mix Design Huleim - SOP, Inc. 5940-1 4000yi Concrete for Hand Placement 19/9/2022 033000 Mix Design Holcim - SOR, Inc. 1551 3000'� t Concrete Mix for Blacking 141.()21 O3 30 00 Mix Design Liquid Stone C301D 3,000 qq i Concrete for Sidewalks, Approaches, and Driveways. 14/27/2023 03 30 00 Mix Des Lquid Stone C361DNFA 3,b003si Concrete for Retaining wall, d6vewl,11'unetion box ayron, approach Tref6c Signal Foundations 14/7/2023 03 30 00 Mix Desyp L fu d Stone C351 DHR 3,600 Concrete far Drilled Shafl/Lighting and 11/24/2023 OJ 30 00 Mix Design Stone C413DHR-A 45(lOyi Concrete for HES Pa" 19/9/2022 0330 00 Mix Design Marlin Marietta Mid R2132214 3,000 psi Concrete for Sidewalks &. Ramps 19/9/2022 03 30 00 Mtx Des Martin Marietta D9490SC 3,000 st Concrete for Sidewalks &Ramos 19/9/2022 03 30 00 Mix Deslip Martin Marietta R2131214 3,000 psi Concrete for Sidewalks &Ramos 19/9/2022 03 30 00 Mix Design Martin Marietta R2131314 3,000 pat Concrete for Sidewalks & Ramps 19/9/2022 0330 00 Mix D-r Maein Marietta R2136014 3.000 nsi Concrete for Sidewalks & Ramos 19/9/2022 0330 00 Mix Design Marlin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 0330 00 Mix Design Martin Manetta R2141224 4,000 psi Concrete for Sidewalks & Ramps 19/9/2022 0330 00 Mix Desipp \lapin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 19/9/2022 0330 00 Mix Design \lapin Marietta R2136224 3,600 psi Concrete for Curb Inlets 19/9/2022 033000 Mix Design Martin Marietta R21412333,600 Rst Concrete for Storm Structures, Inlets, Blocking & Encasement 19l9/2022 OJ 30 00 Mix Design Martin Marietta FLOW25A 50 s' 2:oacrete for Plowable FiIUCLSM 19/9/2022 0330 00 Mix Design Martin Marietta R21422333, �0 nsi Concrete for Manholes, Inlets & Headwalls 19/9/2022 0330 00 Mix Design Martin Marietta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Eneascourst 19/9/2022 0330 00 Mix Design Martin Marietta R21412704,000 si Concrete for Mooholes, Inlets & Headwalls, Valve Pads 19/9/2022 0330 00 Mix Des 'm Martin Marietta R2146035 4,OO�psi Concrete for Manboles, Inlets & Headwalls, Valve Pads 19/92022 0330 00 Mix Desyp Martin Marietta R2146335 4,500Dsi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 1112/2022 72 U l7 Mix Design Martin Marietta O2141N27 4,006 psi Concrete for Machine Placed p"ving 111/2/2022 32 13 13 Mix Des��m Martin Marietta 0214IK30 4,000 psi Concrete for Machine Placed Paving I I I12/2022 32 13 13 Mix Desgm Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 111/15/2022 J3 13 l3 Mu Desp Marlin Marietta R2146K36 4,500 psi Concrete for Hand Placed Puving Ill"" I l/IS/2022 34 l3 I3 Mix Design Maein Marietta R2146P36 4,500psi Concrete for Hand Placed Paving 1112/2022 32 13 13 Mix Design Maein Manetta R2 (46K36 4,SOt1 psi Concrete for Hand Placed Paviu� 1 11/2/2022 32 13 13 Mix Des�n Martin Marietta R2146N35 16.11 sacks / 4,500 ppsi concrete for Hand Place Paving, Inlets, Manholes, Headwalls 111/2/2022 32 13 13 Mix Deaym Martin Mariena R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls 1112/2022 32 13 13 Mix Dwym Martin Marietta R2141N24 4,000 psi Concrete for Sidewalks and Ranms 11 IM2022 32 13 13 Mix Desp Martin Marietta R2141K24 4,000 psi Concrete for lutretion Boxes, Sidewalks and Ramps 19/9/2022 03 30 00 Mix Dwtgu Manin Manetta R2146038 4,500 osi Concrete for Inlets, Smrm Drain Structures 19/9/2022 03 30 00 Mix Design Martin Manetta R2146036 4,500,psi Concrete for Hand Placed Paving, Inlets 19/9/2022 03 30 00 Mix Design Must'. Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Desip Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Mani.Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 19/9/2022 033000 00 Mix Des Martin Marietta D94938C 4,500yysi Concrete for Hand Placed Paving 19/9/2022 033100 Mix Design Manin Marietta R2147241 4,500 i Concrete for Hand Placed Paving 14/1202J 32 1320 Mix DesiY,n Martin Marietta R2136N 14 / 5.00 sacks i 3,000 psi concrete for Sidewalks 14/12023 033000 Mix Des1�p Martin Minima R2146P33 / 6.01 sacks / 4.000 nxi concrete for Bridge Deck 14/1/2023 033000 Mix Design Muni Marietta R21460334,000 iCcncretefprRi- 14/72023 321320 Mix Design Manin Marietta R21J6K143,OOQ psiconcreteforsidewalksand�+�0� 14/7/2023 32 13 13 Mix Design Martin Marietta R2161K70 6,000 ji (3,000 osi lag 24 his.) for BES Paving 14/1/2023 03 30 00 Mix Desiga Martin Marietta 310LBP 3,600 si CConcrete P r Reaining Walls 1522/2023 32 13 13 Mix Desp Martin Manetta R2146K17/6.22 sack 14,500 psi Concrete for Hand Placed Paving 14/1/2023 0330 00 Mix Design Martin Marietta R2141030 4,000 psi Concrete for Ripmp CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05116/2024 Con.747on&uMl 5/3/2023 03 30 0 Mix Desp Martin Mariana M7842344 4,000 psi Concrete for Bridge Deck 6/12023 321320 Mix Design Martin Marietta R2136R203,000 psi Concrete for Sidewalks and Ramps 6!12023 32 1320 Mix Design Martin Marietta R2136N20 3,000 psi Concrete for Sidewalks and s 6/272023 03 30 00 Mix Design Mani. Mariana U2146N41 / 6.44sacks / 3,600jJsi Concrete for Dnlle 'halls /Lighting and Traffic Signal Foundations Foundations 6272023 03 30 00 Mix Dunn Martin Marietta U2146K4516.65 sacks / 3.600 psi Concrete for Drilled Shahs / Luting and Trafic Signal 8/42027 O3 30 00 Mix Desym Manm Marietta Z46R41 / 6.44 sacks 14,500 psi Concrete for Drilled PierafLight Pole bases. 8/4/2021 03 30 00 Mix Design Martm ManelU R2I36R14 / 5.00 sacks / 3,500 osi Concrete for Sidewalks and Rarrms 8142023 32 13.20 Mix Design Martin Marietta R2141R24 / 5.53 / 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps. 8142023 03 30 00 Mix Design Martin Marietta R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwa0s 814,2023 32 13 13 Mix Design Martin Mariana R2146R36 / 6.17 / 4,500nnst Concrete fur Hand Placed Pavi y 8/30/2027 03 30 00 Mix Design Martin Marietta R2141R30 / 5.85 SK / 4,000yysi Concrete for l3oz Culverts &Headwalls 8142023 32 l7 17 Mix Design Martin Mariana Q2141R27 / 5.69 sacks 14,0)0 J1at Concrete for Machine Placed Paviy 1 t/202023 03 30 00 Mix Design Martin Marietta R2146R77 / 6.01 Sacks / 4,000 psi ConcreteMiz for CIP Sewer Manh�es t 1/20/2023 033 00 Miz Design Martin Masion. R2146K33 16.01 Sacks 14.000 psi Concrete Mix for CIP Sewer Manholes. l2/22/2023 32 13 13 Mix Design Martin Marietta R2146R44 / 6.60 Sacks / 4,500 osr Concrete Mix for Hand Placed Paving l2/22/2023 32 13 I3 Mix Design Martin Marietta R2146K44 / 6.60 Sacks / 4,500 psi Concrete Mix tar Hand Placed Pavia 9/9/2022 32 13 20 Mix Design NCS Redi Mix NCS5020A 30001rsi Concrete Mix for Curb & Gutter, Driveways, Sidew 9/9/2022 03 30 00 Mix Design NBR Read Mix TX C-YY 3000yyss Concrete Miz for Curb Inlets 9/92022 03 3000 Mix Design NBR Ready,Mix TX C-NY 30011ppat Concrete Miz fm Curb Inlets 9/122023 03 30 00 Mix Design NBR Ready Mix CLS PI-YY / 6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts 10/42023 03 30 00 Mix D"Vn NBR Ready Mix CLS A-YY / 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/42023 0330 00 Mix Des1� NBR Ready�Mix CLS A -NY/ 5.00 Sacks / 3,000 nsi Concrete for Sidewalks & Ra:po and Curb & Gutter 10/42023 32 13 13 Mix Des11n NBR ReadyMlx TX C SF-YY / 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 10/42023 32 13 I3 Mix Design NBR Ready Mix TX C SF -NY 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 10/42023 1211 IJ Mix Design NBR Ready Mix CLS P2-YY / 6.50 Sacks / 4,500 psi Concrete for Hand Placed Paving 1.12023 32 13 I7 Mix Deaig. NBR R. x Mix CLS P2-NY / 6.50 Sacks 14,500 psi Concrte for Hand Placed Paving 10/4202J 4/I5/2024 03 34 13 03 30 00 Mix Design Mix Design NBR Ready i NBR Read Mix FTW FLOW FILL / 150 ppsi concrete for Plowable TX S-NY 15.50 Sacks / 4000 si Concrete Mix for Class S Slab Paving -No Fly Ash 4/152024 0330 00 Mix Design NBR Ready? TX S-YY / 4.50 Sacks / 400�mi Concrete Mix for Class S Slab Paving 10/4/2023 321320 20 Mix Design NBR Remy Mix TX E-NY / 470 Sacks / 3000mi Concrete for Sidewalks, Thrust, Curbs, CIP 4 03 30 00 Mix Desp NBR Ready Mix F0020022 / 2.0 Sacks / 150psi Concrete for Flow Fill 7/10/2023 033000 3 30 00 Mix Desmg Osburn 3DA50MR / 5 SK / 3,000 osi Concrete for Sidewalks 14/15/2 7/10/2023 32 13 13 Mix Design OS urn 45A60MR 16 SK / 4,500 nsi Concrete for Hand Placed Paving 124/2D23 00 033000 Mix Desrk9i R.nid Redi Mix RRM6320AFM 4500 qsi Linnerete for Hand Placed Paving 11/242023 O7 70 00 Mix Design Ranid Redi Mi, RRM1121A J600JJJJsi `o.crete for Valley Gone", Sidewalks, Approaches, ADA Ramps 1/112/13 1330 00 Mix Design Raid Redi Mi. RRM6020ASS 4000lisi Conmete for Strom Dmin Structures 1/182023 03 30 00 Mix Design Raid Redi Mix RRM5320A 3000 psi Loncrete for III. iqy 1/182023 03 30 00 Mix Design Rapid Redi Mix RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 9192022 O3 30 00 Mix Design Redi-Miz DCA2E554 3000 psi Concrete Mix for Rip Ran 9192022 03 3000 Mix Design Redi-Miz VOR 1524 3000 psr Concrete Mix for Curb & �uner 11919/2022 0334 I3 Mix Design Redi-Mix FOCIOD21215 si Flowable Fill-CLSM 191912022 03 30 00 Mix Design Redi-Mix IOJ11524 3001pst Concrete Mix for Drivewa , Sidewalks, ADA Ramps 19/9/2012 0J 30 00 Mix Des Redi-Mix 10J11504 3000pst Concrete Mix for Sidewalks 19.022 03 30 00 Mix Des Redi -Mix 10L11504 / 6.00 Sacks / 4,000 psi Concrete Mix for Sidewalks, Curb & Gutter, Sewer Manhole, Inlets, & Junction Boxes 19/9/2022 03 30 00 Mix Des Redi-Mix I OL11524 / 6.00 Sacks / 4,000 i Camset Mix Manholes, Inlets, Junction Boxes, Headwalls I9N/2022 07 70 00 Mix Design Redi-Mix 1 RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 191292022 07 3000 Mix Design Redi-Mix I OL21524 4000 psi Concrete Mixfor M..holes 19/92022 03 3000 Mix Do" Redi-Miz I5611524 4000 si Conmete Mix for Cast -in -Place Storm Drain Structures /I9/92022 037000 Mix Desiim Aedi-Mix 1OL115E4360�psi Concrete Mix for Bridge subswctures 9/92022 0330 00 Mtx Design Redi- Miz 156115DI 4100 psi Bridge Slabs /9/2022 03 34 13 Mix Dear Redi-Mix F35238VN 100p i Flowa le Fill- CLSM 1..22 033417 Mix Design Redi-Mix FOD]JSVM 100 psi...bto Fill -CLSM 9/912022 03 34013 Mix Design Redi-Mu 10111154 3000 ysi Concrete Mi. for RikRj 19/92022 03 30 00 Mix Design Redi-Mix P0G138K9 1000 psi Concrete Mix for Trench Repair Base Material 19/92022 03 30 00 Mix Design Redi-Mlx 1 OK115241600 psi Concrete Mix for Encasement 9/92022 03 3000 Mix Design Redi-Mix 1 ON11507 4500 osi (2600 psi Q 24 his.) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Desi Redi-Mix ION11504 5000 psi (3600 osi Q) 2 dots) Concrete Mix for HES Paving 9/92022 03 30 00 Mix Design Redi-Mix 50KI 1524 3600 si Concrete Mix fin Machine Placed Pa" 9/9/2022 03 3000 Mix Design Redi-Mix IOM115D44500 psi Concrete Mix for Hand Placed Paving, Storm Drain Stmutures 9192022 03 30 00 Mix Desp Radi-Mix IOMI 1524 4500 psl Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix IOMI 1504 4500 psi Concrete Mix far Hind Placed Paving 919,2022 03 30 00 Mix Desp Redi-Mix 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 11/22022 03 30 00 Mi. Design Radi-Mix l45P25P4 4500ysi Concrete for Storm Drain Structures 12/52022 03 30 00 Mix Design Redi-Mix IOK115C4 3500 q`i Conmete for Tbrust Blocks, V.Ive Pads 12/52022 03 30 00 Mix Design Redi-Mix 1561 ISC4 4000 pas Concrete for CIP Storm Drain Structurea 12/52022 133001 00 Mix Deign Redi-Mix IOLI ISC4 3600 psi Concrete for Manhole, Inlet, Junction Box, Hesdwall 5/152023 03 30 00 Miz Design Redi-Mix 80LI 15D5 3600 psi Concrete for Drilled ShafxfLight 7 and Traffic Signal Foundations 5/15/2023 03 3000 Mix Design Redi-Mix ION115D6 Slu�R' Displacement Shafts, Underwater Drilled shafts 9/9/2022 03 34 13 Miz Design SRM Concrete 30000 3,000 psi Co.crele for Sidewalks and Rams, Curb & Gutter 9/92022 0334 13 Mix Design SRM Concrete 40050 4,000 osi Concrete for Headwalls, Retaining Wall, Collars 9192022 03 3000 Mix Deso SRM Concrete 35023 3,600 psi Concrete for Machine Placed Paving 919,2022 033000 Mix Design SRM Concrete 40068 3,600 psi Concrete for Machine Placed Paving FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 I Concrete(Conlinul 19/9/2022 03 30 00 Mix esrgn SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 191.022 03 30 00 Mix Design SRM Concrete 45000 4,500� i Concrete for Hand Placed PaviR� 19/92022 03 30 00 Mix Design SRM Concrete 40326 4,500 (3.00 (ni 7days) i Concrete for F1ES Pavi^^pp,s 19/9/2022 03 30 00 Mix Design SRM Concrete 35022 3,600 jSi Concrete for Junction Box, Retaining Vla)I, 19/9/2022 0330 00 Mix Design SRM Concrete 30050 3,000 psi Concrete far Sidewalku, Ramos, Inlets, Juncton Be—. Thrust Blocks, Curb and Gutter, Driveways, Barrier Rauq 12/10/2023 0330 00 Mix Design SRM Concrete 50310 5,000 nsi Concrete for HES Paving 11/13/2023 32 13 13 Mix Desrr SRM Concrete 45023 4,500 nsi Concrete for Hand Placed Paving 14/1/2024 0330 00 Mix Desp SRM Concrete 906 400nsi Concrete for Flowable Fill 14/I/2024 0330 00 Mix DesV SRM Concrete 904 150nsi Concrete for CLSM Trench Repair 14/t/2024 0330 00 Mix Desp SRM Concrete 910 150�� Concrete for CLSM , 14/1/2024 0330 00 Mix Design SRM Concrete 450504 500yySSi Concrete , 15/5/2023 0330 00 Mix Destgn SRM Concrete D100008553CH 4,000 est Concrete for Bdridic A oach Slab, Deck Slab 19/9/2022 0330 00 Mix Design Tarrant Concrete FW60AHP 4500ryi Concrete Mix for Hand Placed P , 19/9/2022 0330 00 Mix Design Tarrant Concrete FW6020AHP 4500J�si Concrete Mix for Hand Placed P-11k , 19/9/2022 0330 00 Mix Dcap Tarrant Concrete TCFW6020AHP 4560 si Concrete Mix for Hand Placed Pa14 , 19/9/2022 0330 00 Mix Desp T. Concrete FW7520AMR 4500 Q 00 psi Q Maya) pat Concrete DES Paving 19/9/2022 0330 00 Mix Design Tarrant Concrete FW652DAMR 4500 (3000 psi R 3da ) vsi HES Pavir� 19/9/2022 0330 00 Mix Design Taman Concrete FW5520AMP 3600 ppsi Concrete for Machine Placed Paving , 19/92022 0330 00 Mix Design Tarrant Concrese FW5320A 3000g si ionerete Mix for Blockin¢ , 19/9/2022 033413 Mix Design Tarrant Concrete FWFF150CLSM 50-150 cat Flowable Fill -CLLSM , 19/9/2022 033413 Mix Desgt Tarrant Concrete FWFF27550-150 psi Flowable Fill -CLSM 1 19/9/2022 0330 00 Mix Desp Taman) Concrete FW6020A2 400,0,Psi Concrete Mix for Storm Drain Structures 1 110110/2022 0330 00 Mix Design Tarrant Concrete TCFW6025A2 4000 r Concrete for Manholes 1 110110/2022 0330 00 Mix Design Tarrant Concrete TCFW5020A 3000 Concrete for Sidewalks 19/9/2022 0330 00 Mix Design Tarrant Concrete ri FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 19/9/2022 0330 00 Mix Design Than Ready Mix 3020AE 3000�ii Concrete for Sidewalks 1 19/9/2022 0330 00 Mix Design Tarrant Concrete CP502OA 3000y si Concrete Mix for Curb and Gutter 19/9/2022 0330 00 Mix Design T—t Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 19/9l2022 03 30 00 Mix Design Than Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving ) �. 19/9/2022 0330 0 Mix Design True Grit Redi Mix 0250.230 3000 Ti Concrete Mix for Flatwork, Curb Gutter, Driveways, Sidewalks, ADA Rau ps ) 19/9/2022 03300 00 Mix Design True Grit Redi Mix 270.230 5000,gsn Concrete for Hand Placed Paving 19/92022 0330 00 Mix Design True Grit Redi Miz 0250.2301 3600 psi Coacret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ranps 19/92022 0330 00 Mix Design True Grit Redi Mc, 0260.2302 4000 psi Concrete hli<for Machine Placed Paving 19/92022 0330 00 Mix Design True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 19/92022 0330 00 Mix Desp True Grit Redi Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Pavirt 19/9/2022 0330 00 Mix Desin True Grit Redi Mix 0265.23014500 Q Concrete Mix for Valley Gutters, Hand Placed P—g 111/30/2023 32 13 13 Mix Design Wildcatter Redi-Mix 3620A1 / 6.00 Sacks / 3,600 psi Concrete Mire for Machine Placed Pacing 111/20/2023 32 13 17 Mix Design Wildcatter Redi-Mix 4520AI 16.50 Sacks / 4,500 psi Concrete Mix for Hand Placed pp'�xing 111/20/2023 033000 Mix Desp Wildcatter Redi-Mix 3020AI/5.00 Sacks /3,000gsi Concrete Mix for Sidewalksmdlnlets 14/1/2024 03 30 00 Mix D"IF Wildcatter Redi-Miz / 517 Sacks / 3600� si Concrete Mix for Foundations/Structures 111/302023 03 30 00 Mix Dear Wildcatter Redt-Mix 4020AI / 6.00 Sacks / 4,000 ¢ i Concrete Mix for Sidewalks and Inlets Ti I919/2022 033000 Mix Design Wise Redi Mix 3678 3600 usi Concrete Mix Lighting and Traffic Signal Foundations , I A:72 rP16ndnt 19/9/2022 Mix Design Austin A halt Fi5D1}7965 PG64-22 Tvce D Fine Surface 19/9/2022 32 12 16 Mnx Desp Austin As�alt DA5D135965 PG64-22 Type D Fine Surface , 19/9/2022 321216 Mix DX Austin Asq all FT5BI17965 PG64-2271'p�,B Fine Base , 19/9/2022 3212 I6 Mix Design Austin Asthalt FTIBI39965 PG64-22 Ty BFine Base , 19/9/2022 32 12 16 Mix Design Austin AsX alt FTIB117.2 PG64-22 Tv.B Fine Base , 15/1/2024 32 Mix Design halt Reynolds As44halt 340-DG-BPG64-22Aa Base Course , 19/92022 32 12 16 Mix Design Reynolds A 1901D PG64-22 Tyx�l7 Fine Surface 19/92022 32 12 I6 Mix Des Reynolds As \\\\\halt 1112B PG64-22 T�Ya�,B, Fine Base 19/92022 32 12 16 Mix Des Reynolds As��all 1612B PG64-22 TypeB Fine Base 11120/2023 J2 12 16 Mix Deal Reynolds AsEll 2101D PG64-22 7yyPP�� D Fine Surface 19/92022 32 12 16 Mtx Des Suntnounl Paying 341DV6422 PG64-22 TvacD Fine Surface 11126/2022 32 12 lb M. Desp Sumnoun! Paving 340DV6422 PG64-22 7 c D Fine Surface 112/5/2022 33 12 16 Mu Design Surmount Paying 7076BV6422 PG62-22 T}'p� B Fine Base 19/9/2022 32 12 l6 Mix Dear Summunt Paving 341-BRAP6422ERG PG64-22 7yj"�� B Fine Base 19/9/2022 32 l2 l6 Mu Design TXBTT 37-211305-20 PG64-22 Type B Finc Base 19/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 PG64-22 Tyywp� B Fine Base 19/92022 32 l2 16 Mix Design TXBTT 211305 (1757) PG64-22 Te B Fine Base yp 19/92022 72 I2 16 Mix Design TXBTT 222475 (1857) PG64-22 Type D Fine Surface 19/9/2022 32 12 16 Mix Design TXBTT 29-222475-19 PG64-22 Two D Fine Surface 19/92022 32 12 I6 Mix Design TXBff 1-222475-20 PG64-22 Type D Fine Surface 19/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG70-22 Tvpe D Fine Surface 19/92022 32 12 16 Mix Desk/i TXBFr 12-222475-19 PG64-22 Type D Fine Surface 4/l2024 �2 I2 16 iNix Desk� +iiCBIT 344 MACSP-D 70-22XR SAC A-R Tvoe D Fine Surface I Detectible Warnin( Surfce 19/9/2022 321320 DWS-Pavers Pine Hail erick(Winston Salenq NC) Pavers 19/9/2il22 32 13 20 DWS -Pavers Western Brick Co. (Heuston, TX) (Tactile Detxtabie Warning Pavers I9/9/2022 321320 DWS - Composite Engineered Plastics, Inc.(Williamsville,Armor Tile 19/9/2022 321320 DWS - Composite ADA solutions(Wilmingoq MA) Heritage Brick CIPCOnmoute Paver 14/72023 321320 DWS - Pavers ADA Solutions(Wilmingon, MA)Detectable Warning Pavers FORTWORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 SWcme Jdnt Sealant 9/92022 13 77 919/202'2 1373 :Joint Sealant Dow -Cold Apglicd, Single ComoonentSilicone Joint Sealant ASTMD5893 �32 `Joint Sealant Tremco lCratoo 1190SL 900SL-Cold A��''lied, Single Cotwonenl. Silicone Joint Sealant IASTM D5893 19/92022 2 13 73 19!9.2022 21377 I Swlan[ Iloint P. 300SL-Cold Applied, Single Com��'pQncnt, Silicone Joint Sealant 1ASTM D5893 'hd Sealam Road Saver Silicone -Cold AppH'21ingle Comoonent, Silicone Joint Sealant IASTM D5893 110111Y Trench Embedment Sand 9/9/2022 0 10 jEroledmewSard ISilver Creek Materials jUtilityErnbcdorent Sand 9/9/2022 3305 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 19/92022 133 33 OS 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand JAITMI731 ASTM C33 19/9!2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 19 9/2022 3305 10 Embedment Sand in Top Martin Manena Utility Embcdmem Sand IASTM C33 Storm Sewer- Manhdla @ flares(Fra ser & Covers/Standard fRamd) 33-05-13 1121/2111 33 OS 13 9282018 I33 OS 13 Madrule Frames and Covers AccuCast (Cmvind Steel Campar,, LTD) MHRC 11210101 (Size - ••24" Di,.) IASTM A41 AASHTO M301 19/2820/8 33 OS 13 Manhole Cover Manhole Neeenah Founr NF-1274-T91 (Si-- 32" Dix) 7)ASTM A48 AASHTO M306 1912 2018 3 OS 13 Frames and Covers Cho Frarne Neenah Foundry I NF-1743-LM (Him;ed) (Si. -32" Dia.) IASTM A48 AASHTO M306 192820I8 1330513 :Manhole Fmmes and Covers cemh FomdJy :Neenah Foun ry NF-1930-30 (Size-12.25" No.) R-1743-HV(Size-32"Dia.) IASTM A48 AASFITO M306 14/3/2019 {330513 :Manhole Fmmes and Covers :SIP Industries++ 2279ST(Size-24"Dia.) IASTM A48 AASHTO M306 ;ASTM A48 AASHTO M306 :4/32019 1 30513 IManhole 17-nes and Covers ISIP Industrics +-r 12280ST(Size-32"Die.) ;ASTM A48 AASHTO M306 1 10/82020 13305 13 (Manhole Frames and Cosmrs IEJ (Fonrull�• East Jordan Iron Works) IEJ1033 Z2/A (Size - 32.25" Dia.) IASTM A576 AASHTO M306 *•A'afe:A/I nex•!nrlapwenf an4 nrx insre/Inenn arvnbMr INr sbn/`,rice!lbr alnrinxw 304-ch Opening rryxircwewf as sp ifrcl is Cio,S—iflead'on 330513. Any saralkrvp,,kx Biers n•111v Iy br allox•Nfdr eeninR,nanbvlrs fkalreexire rep/area fmw an!rovrrx. I Storm Seaver - Inlet&Structures 33-0543 110/8/2020 Curb lalcts (Curb Forte— FRT-I Ox3-0O5-PRECAST•• (Size - 10' X 31 ASTM C913 1/0/82020 1334910 334920 Inlets Fonerrra FRT-IOx3-006-PRECAST••(Size-10'X31 IASTM C913 1/0/82020 33 49 20 Curb Inlets Fortema FRT-I Ox4.5407-PRECAST•• (Size - 10' X 4.5) ASTM C913 :10!82020 33 49 20 Curb Inlets Fonerrra FRT-I Ox4.5420-PRECAST'• (Size - IO' X 4.51 IASTM C913 1333920 :333920 IManhole Fome— FRT-4X4409-PRECAST-TOP(Siu-4'X41 IASTM C913 10/82020 :Manhole Fort— FRT4X4409-PRECAST-BASE-4'X 41 C913 110/82020 10/8/2020 1333920 :Manhole :Fanema :FRT-5X5A I0-PRECAST-TOP(Size -5'X 5) `ASTM ;ASTMC913 I0/8/2021333920 IManhole IFortcma :FRT-5X5410-PRECAST-BASE(Size-5'X5) ;ASTM C913 10/8120200 1333920 IManhole IFmtema :FRT-6X6Al l-PRECAST-TOP(Size -6'X 61 �ASTMC913 110/8/2020'333920 134920 IManhole IFartema IFRT-6X6-411-PRECAST-BASE(Siu-6'X 61 ;ASTM C913 13/192021 I-mb Inlets :Thompson Pice Grouo ITPG-IOX3405-PRECAST INLET••(Size-10'X31 IASTM 615 13/192021 1334920 :Curb Inlets IThompson Pipe Group ITPG-ISX3405-PRECAST INLET- Size-15'X31 STM615 13/1912021 1,73 49 20 3/19/2021 1 33920 kCurb Inlets IManhole IThompson Pius Grouo KG-20X3A 5-PRECAST INLET** (Size -20' X 7) iASTM 615 IThompson Pice Group JAX4409-PRECAST TOP (Size-4'X41 ;ASTM 615 3/19/2021 :3333920 :Manhole IThompson Pice Group ITPG-7X4J09-PRECAST BASE (Sire -4'X41 615 3192021 1377120 :Manhole IThompson Pice Group :TPG4X4412-PRECAST4-FT RISER (Size -TX 41 `ASTM IASTM 615 3/19/2021 1333920 (Manhole IThompson P'i; ITPG-5X5410-PRECAST TOP(Siu-5'X51 ;ASTM 615 3/19/2021 1333921, IManhole IThampsonP Group ITPG-5X5410.PRECAST BASE (Size-5'X 51 ;ASTM 6l5 131191202: {333920 IManhole tThompson Pt� Group ITPG-5X5-012-PRECASTS-FT RISER (Size-5'X 5) ;ASTM615 13/19/2021 1 73920 13//92021 1337920 IManhole IManhole I`fhp—a.n Pt Grouo IThomnson �1PG-6X6411-PRECAST TOP (Size -6'X 61 ;ASTM 615 Pre Groan GfiX641I-PRECAST BASE (Size-6'X 61 ;ASTM 615 I3/19/2021 {777920 Manhole IThomnson Ir Group ITPG-6X6412-PRECAST 6-FT RISER(Size-6'X 61 ;ASTM 615 I7/19/2021 1 33920 Manhole Inc.nson P� Grouo ITPG-7X7411-PRECASTTOP(Size-7'X7) ;ASTM 615 3//92021 1333920 3/79/2021 333920 IManhole Manhole IThompson Pme Group LTPG-7X7411-PRECAST BASE (Size -TX 7) ;ASTM 615 3/19202: 1133920 IManhole :Thompson Pice Group 17PG-7X74I2-PRECAST 4-FT RISER (Size -TX 71 IASTM 615 ITLomoson Pipe Grouo ITPG-8X8411-PRECAST TOP (Sixe-8'X 8) IASTM 615 7/192021 1}73920 IManhole IThmpmpn Pice Grouo ITPG-8X8411-PRECASTBASE (Size-8'X81 ASTM 615 /192021 1333920 :Manhole [Thompson Pice Group :TPG-8X8412-PRECAST S-FT RISER (Si u-8'X8) ,ASTM 615 13/192021 1334920 :Oren Inlet IThomnson Pine Group ITPG4X4408-PRECAST INLET (Size -4'X4) ;ASTM 615 13/192021 1334920 :Drop Inict IThompson Pi- Group ITPG-5X5408-PRECAST INLET (Size-5'X51 ;ASTM 615 13/92021 1334920 IDroQ Inlet IThompson Pice Group ITPG-6X6408-PRECAST INLET (Size-6'X 61 ;ASTM 615 18/28/2023 1334910 �Manhole IOldeastle IPIccasl4'x4'Stacked Manhole (Size -4'X4) ,ASTMC478 1334910 IManhole :Oldcvsdc IPrecast5'z 8'Storm Junction Box(Size-5'X8) ;ASTM C478 8/282023 1334910 :Manhole IOld.stle IPmrast4' x4'Stann Junction Box (Size-4'X 4') C478 18/28/2023 8282027 :334910 IManhole :Oldcastle oax5'x5'StomtJuecrim Box(Size-5'X51 ,ASTM IASTM C478 13349 I0 IManhole IUldcaW. IF IF6'x 6'St— Junction Box (Size-6'X 61 ;ASTM C478 It'.023 R282023 1334910 IManhole IOldcaatle IPrecasr 8'x8'Storm Junction Box Buse (Size-8'X 8) ;ASTM.78 18/28/2023 133 49 10 IManhole IOldeastle (Precast 5' x 8' Storm Junction Box Base (Size- 5' X 81 ;ASTM C478 1828/2023 137 49 10 IManhole IRicker Materials VReinforced 48" Diameter Spread Footing Manhole (Size - 4' X 41 IASTM C433 I8/28/2023 133 79 20 ,Curb Inlet 10'x 3' Riser IThompson Pipe Grouo Innlet Riser (Srze - 3 FT) ;ASTM I S28/2023 77 79 20 '\Curb Inlet IS k 3' Riser :Thompson P� Group :Inlet Rise (Size .3 FT) C913-16 ASTM C913-16 17 39 20 :Curb Inlet 20' x S' Riser :Thompson P Gmup ,Inlet Riser (Size - 7 FT) ;ASTM C913-16 1/28/2023 I/122024 1334920 1/122024 1334920 :Drop Inlet ID `Amen fex Pie &Products Drop Inhe N' X 41 ;ASTM C913 Inlet I men".. Pre&Products :Drop Inhe(5'X 5) ;ASTM C913 1/19/2124 1731920 IManhole IAtneriTex is&Products I Precast 4'x4'Storm Junction Box ;ASTM C913 1/19/2024 13'4920 IManhole IAmcriTex Pioe&Products Precsat5'x5'Storm Junction Box ;ASTM C913 1/19/2024 133 49 20 IManhole 1,.4uteriTex Ptce &.Products Precast Tmsitioo MH W MH on the too of5' JB) ;ASTM C913 11/192024 1334920 IManhole l eriiez Pioe&Products :Precast 6'x6'Storm Junction Box IASTM C913 11'19,2024 1334920 IManhole IAmcrif- Pice&Products 16' Precast Tansition MH(4'MH on the tan of6'JB) ;ASTM C913 1119,2024 1334920 IManhole IAmenTex Pipe&Products (Precast 8'x8' Storm Junction Box ;ASTM C913 11 19/2024 13349 20 :Manhole :AmeriTex Pi" &Products I8' Precast Tansition MH (4' MH on the tap of 8' JB) ;ASTM C913 11/19/2024 1334920 20 '*A'o4: 1MaNmle :AmenI'cx Pipe &Producm ITv c C Storm Drain MaMOIe on Box (4' MH on the to�of RCBI ;ASTM C9I3 prr-rrsf inle[r vrc appolyd for fhr smRe I pertinn offhe sdxervrc (brsin) on6•. SaaRr t/ noun n o/Mrsnxefvre arc rryvirN ro br ran in-phee. A'o ur moons ro rbir rryvvrwenrsba/I br vOowK - FOR__— T WORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 0511612024 I Si—Se--P &Bosa 33-05-13 l 9/2021 33411J tomDmin Pipes IAdvau,ed Draim90SWtlac,lrc(ADS) HP Storm Polvr�ryovlene(PP)Pi71�(Siu-12"-60" �Siu laze,) ASTM C76. C655 /282023 33 49 10 Storm Drain Pipes 'Rinker Materials TADS Reinforced Concrete P 5t� Tongue and I;roove Joint Pipe -21" or JA1114F21II&AA111TONI'll ASTM C789, C850 II82S2023 33 49 10 Culver Be., Reinforced Concrete Aox Culver (Sze -Various) 'Reinforced Pipe• (Size l.9.1) ASTM C76, C506 33 41 10 Storm Drain Pines lRi-rMalcritil, AmeriTex P,7p� &Products Concrete Pipe Tongue and Groove 7oim -15" or ASTM C)433,C1577 110/122023 10.'122027 744110 Culvert Box ArneriTex Pippe&Products IReinforced Concrete Box Culver (size -Various)) IASTM C76. C506 110/182027 354110 Storm Drain Pipes The Turner Co. Reinforced Concrete Pipe Tongue and Groove Joint Plot (Size - IS" or larger) JAS-rMC1433,CI577 110/182023 364110 C.wcn Bus iTae Tumer Cp. IReinforccd Concrete Box Calvcn(size-Various, a CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 IApprovall Spec No. IClasssification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) I 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM 132240/13412/13792 I 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 I 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH I 1126199 33 05 13 HOPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area I 5/13105 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System I Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) I I 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowthe ASTM 3753 Non -traffic area I 08/30/06 I 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area I Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) I33 05 13 IManhole Frames and Covers I Westem 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 Westem Iron Works, Bass & Hays Foundry 30024 24" Dia. * 3305 13 Manhole Frames and Covers McKinley It. Works Inc. A 24 AM 24" Dia. I 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. I 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. I33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N I33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N I33 05 13 Manhole Frames and Covers Pont-A-Moreson GTS-STD 24" the. I33 05 13 Manhole Frames and Covers Neenah Casting 24" the. I 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. I 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. I 01/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASFITO M306-04 30" Dia. I 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH165IFWN & MH16502 30" Dia I 07/19/1 t 3305 13 30" Dia. MH Ring and Cover Star Pipe Products NIH32FTWSS-DC 30" Dia I 08/10/11 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 30" ERGO XL Assembly 10/14/13 3305 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSFITO MI 05 & ASTM A536 30" Dia I 06/01/17 3405 13 30" Dia. MH Rine and Cover (Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. CAP-ONE-30-FTW, Composite, w/ Lock 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hing 30" Dia. 10/07/21 34 O 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. * 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete Tev 1/8/13) * 33 39 10 Manhole, Precast Concrete Hydro Condurt Corp SPL Item -1 ASTM C 478 48" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 12/0S/23 33 39 10 IManhole, Precast Concrete The Tumer Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" OS/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" I 10/27/06 33 39 10 Manhole, Precast Concrete Oldeastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring I I 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" I I 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" I I 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" I I 10/07/21 33 3920 Manhole, Precast (Reinforced Polymer) Concrete Armon-k 48" & 60" I.D. Manhole w/32" Cone 48" & 60" I I 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas I ASTM C-478; ASTM C-923; -1/07/23 33 3920 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C-443 I 03/07/23 33 3920 Manhole, Precast (Reinforced Polymer) Concrete P3 Polymers, RockHardscp 48" & 60" I.D. Manhole w/32" Cone I I 04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Amiteeh USA Meyer Polycrete Pipe I I I I Sewer -(WAC) Wastewater Access Chamber 33 39 40 I I Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious IE1-14 Manhole Rehab Systems Ouadex I 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Relmer MSP E1-14 Manhole Rehab Systems AP/M Permaform I 4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System I 5/12/03 E1-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 I08/30/06 I General Concrete Repair FlexKrete Technologies Vinyl Polyester Reparr Product Misc. Use I * From Original Standard Products List 1 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST (Approval Spec No. IClasssification I Manufacturer Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Spravrog, 12/14/01 Coating for Corrosion protection(Exterior) ERTECH 01/31/06 Coatings for Corrosion Protection Chesterton 8/28/2006 Coatings for Corrosion Protection Warren Environmental 33 01 16, 33 39 10, 03/19/18 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams Water & Sewer - Manhole Inserts - Field Onerations Use Only (Rev 2/3/16) * 33 05 13 Manhole Insert Knutson Enterprises * 3305 13 Manhole Insert South Western Packaging * 33 05 13 Manhole Insert Nofiow-Inflow 09/23/96 3305 13 Manhole Insert Southwestem Packing & Seals, Inc. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. Water & Sewer - Pine Casine Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. 04/22/87 Casing Spacers Cascade Waterworks Manufacturing 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator 05/10/11 Stainless Steel Casing Spacer Powerseal 03/19/18 Casing Spacers BWM 03/19/18 Casing Spacers BWM 03/29/22 3305 13 Casing Spacers CCI Pipeline Systems Water & Sewer - PiDes/Ductile Iron 33-11-10(1/8/13) Model No. National Spec Spray Wall Polyurethane Coating ASTM D639/D790 Series 20230 and 2100 (Asphatic Emulsion) Arc 791, S1BB, Sl, S2 Acid Resistance Test S-301 and M-301 RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) Made to Order - Plastic ASTM D 1248 Made to Order - Plastic ASTM D 1248 Made to Order - Plastic ASTM D 1248 Lifesaver - Stainless Steel TetherLok- Stainless Steel Carbon Steel Spacers, Model SI Stainless Steel Spacer, Model SSI Casing Spacers Stainless Steel Casing Spacer Coated Steel Casin Spacers 4810 Powerchock SS-12 Casing Spacer(Stainless Steel) FB-12 Casing Spacer (Coated Carbon Steel) for Non_rressme Pipe and Grouted Casing CSC12, CSS12 * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 08/24/18 33 11 10 Ductile It. Pipe American Ductile Iron Pipe Co. American Futile Pipe (Bell Spigot) AW WA C150, C151 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AW WA C150, C151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatin¢s/Enoxv 33-39-60 (01/08/13) 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 21ORS LA County #210-1.33 12/14/01 Epoxy Lining System Enech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pipe Coating Induron Protean 401 ASTM B-117 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer - Coatin¢s/Polvurethane Updated:12/29/2023 Size Structures Only Sewer Applications Sealer Applications For Exterior Coating of Concrete Structures Only For 24" dia. For 24" dia. For 24" dia. For 24" dia. For 24" dia Up to 48" Up to 48" Up to 48" 3" fl m 24" 4" thm 30" 4" thm 30" Ductile Iron Pipe Only Sewer Applications Sealer Applications Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2" Sewer - Pines/Concrete * E:- Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 * E I-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 * E I-04 Conc. Pipe, Reinforced Hanson Concrete Products - - - -, - ASTM C 76 * E I-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pine Enlarement Svstem (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene PIM CorP.. Piscata WaY, N.J. Approved Previously McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously * From Original Standard Products List 2 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 (Approval Spec No. )Classsification Manufacturer Model No. National Spec Size Sewer- PiDe/Fiber0ass Reinforced/33-31-13(1/8/13) 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Helios Pipe (Non -Pressure) ASTM D3262/D3754 03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754 04/09/21 3331 13 Glass -Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754 03/07/23 3331 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberstrong FRP ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45 Sewer - PiDe/Polvmer PIDe 4/14/05 Polymer Modified Concrete Pioe Anech USA MPolwrete Pipe ASTM C33, A276, -17 8" to 102", Class V 06/09/10 EI-9 Reinforced Polvmer Concrete Pipe UmS Composite Pipe Reinforcedeyer Polymer Concrete Pioe ASTM C-76 Sewer - PiDes/HDPE 33-31-23(1/8/13) * High -density polyethylene pipe Phillips Driswpipe, Inc. Ovticore Ductile Polyethylene Pipe ASTM D 1248 8" * High -density polyethylene pipe Plexco Inc. ASTM D 1248 8" * High -density polyethylene pipe Polly Pipe, Inc. ASTMD 1248 8" High -density Polyethylene pipe CSR Hydro Conduit/Pioeline Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-13 DR -Id PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AW WA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thru 12" Sewer - PiDes/PVC* 33-31-20 (7/1/13), * 33-31-20 PVC Sewer Pioe 1-M Manufacturing Co., Inc. (JM Eagle) SDR-26 (PS115) ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pioe Diamond Plastics Corporation SDR-26 (PS115) ASTM D 3034 4" thin 15" * 33-31-20 PVC Sewer Pioe Lamson Vylm Pipe SDR-26 (PSI 15) ASTM D 3034 4" thm 15" 12/05/23 33-31-20 PVC Sewer Pie Vin (tech PVC Pie SDR-26 PS115 ASTM D3034 4" thm 15" 12/05/23 33-31-20 PVC Sewer Pie Vin ltech PVC Pie Grovi Sewer PS 115 ASTM F 679 18" * 33-31-20 PVC Sewer PiJje J-M Manufacmrinv�Co, Inc (JM Eagle) PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plashes Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 (PS 115) Gasket Finings ASTM D-3034, D-1784, etc 4" - 15" * 33-31-20 PVC Sewer Fittings Plastic Trends, Ine.(Westlak) Gasketed PVC Sewer Main Fittings ASTM D 3034 1 3/19/2018 33 3120 PVC Sewer Pipe Pipelife Jet Stream SDR 26 (PS 115) ASTM F679 18"- 24" 1 3/19/2018 33 3120 PVC Sewer PTe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 11" 1 3/29/2019 33 3120 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 1 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" 1 10/22/2020 33 3120 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 1 10/21/2020 333120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 PS 115 ASTM F-679 18"-36" Sewer - PiDes/Rehab/CIPP 33-31-12 (01/18/131 * Cured in Place Pioe In in— Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pioe National Envirotech Group National Liner, (SPL) Item #27 ASF-1216/D-5813 05/29/96 Cured in Place Pipe Remolds Inc/Inliner Technol" (Inliner USA) Inlmer Technology ASTM F 1216 Sewer - Piues/Rehab/Fold & Form * Fold and Form Pipe Cullum Pipe Systems, hic. 11/03/98 Fold and Form Pipe Insimform Technologies, Inc. Insituform "NuPine" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultralner Ultraliner PVC Alloy Pipelmer ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Com. EX Method ASTM F-1504, F-1947 UP to 18" diameter Sewer - PiDeS/ODen PCoelle Laree Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48" 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" E100-2 PVC Sewer Pipe, Ribbed Up -or ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite UP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60" * From Original Standard Products List 3 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 (Approval Spec No. IClasssification Manufacturer Model No. National Spec Size Water - Aoour-enances 33-12-10 (07/01/13) 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blau 4317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Powerseal 3450AS, Incl. Corp. Stop, ON Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 61 OMT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1'/:" 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 - ^' FB600-4-NL, FB1600-4-NL, B11-444-WR- 1111.1. 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, B22444-WR-NL, L28-44NL AWWA C800 I " 13-25000N, B-24277N-3, B-20200N-3, H- AWWA C800, ANSF 61, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSI/NSF 372 _ B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSF 61, 1111.1. 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-1/3" B-25000N, B-20200N-3,H-15000N, H- AWWA C800, ANSF 61, 1111.1. 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 V 01/26/00 Coated Tapping Saddle with Double SS Straps 1CM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) 1CM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) 1CM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 up to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts. Nuts. and Gaskets 33-11-05 (01/08/13). Water - Combination Air Release 33-31-70 (01/08/13) * E1-11 Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" * E1-11 [rarbombination inationAir Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 11" 1" & 2" E1-11 ombination Air Release Valve Valve and Primer Corp. APCO 4143C, #145C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hvdrants 33-1240 (01/15/14) 10/01/87 E-1-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 0.1.7 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 l0/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurion AWWA C-502 Shop Drawing FH-12 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250 Water - Meters 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AW WA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List 4 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 IApprovall Spec No. IClasssification Manufacturer Model No. National Spec Size Water - Pines/PVC (Pressure Water) 33-31-70 (01/08/13) AWWA C900, AW WA C605, 12/05/23 33-I1-12 PVC Pressure Pie Vin loch PVC Pipe DR14 ASTM D1784 V-16" AWWA C900, AWWA C605, 12/OS/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR18 ASTM D1784 16"-18" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" 1 3/19/2018 3311 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" 1 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Comoration DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" AWWA C900-16 UL 1285 12/6/2018 3311 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 ANSI/NSF 61 4"-28" FM 1612 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 " ° 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4%12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4%12" Water - PlDes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AW WA C153 & C110 * E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittin, @ AWWA C 110 * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Finings, SSB lass 350 AWWA C 153, C 110, C III 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Finings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Finings AWWA C153 4"-12" 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AW WA C111/C153 4" to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Um-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C116/C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA C111/C116/C153 4" to 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AW WA C111/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA C111/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA C111/C153 12" to 24" 08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLDE AWWA C153 4" - 24" 10/12/10 E1-24 Interim Restrained Joint Svstem S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore) Mechanical Joint Fittings AWWA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargnp Series 4000 ASTM A536 AW WA CI I I 11/07/16 33-11-I1 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AW WA CI I I EZ Grip Joint Restraint (EZD) Black For DIP 03/19/18 33-11-I1 Mechanical Joint Retaner 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-I1 Mechanical Joint Retainer Glands SIP Industries(Serampore) DR14 PVC Pipe ASTM A536 AW WA CI I I 4"-12" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-11-I1 Mechanical Joint Retainer Glands SIP Industries(Serampore) DR18 PVC Pipe ASTM A536 AW WA CI I I 16"-24" Water - Pines/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" 10/24/00 E1-26 Resilient Wedge Gate Valve American Plow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" * E1-26 Resilient Seated Gate Valve M&H 4" - 12" * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16" 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 ReaihentW Gate Valve eGate Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" ote 3) 05/08/91 E1-26 Resilient Seat Valve Stockham Valves & Finings AWWA C 509, ANSI 420 - stem, 4" - * E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Met,,, a1250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) IIIFlowMester Gate Valve & Boxes 08/24/18 Mateo Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" * From Original Standard Products List 5 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 (Approval Spec No. [Classsification Manufacturer Water - PiDes alves & Fittings/Rubber Seated Batter Valve 33-12-21 (07/10/14) Model No. National Spec Size * y E1-30 Rubber Seated Butterfly Valve Hei ry Pratt Co. AW WA C-504 24" * E1-30 Rubber Seated Butterfly Valve Mueller Co. AW WA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AW WA C-504 24" and larger 06/12/03 E1-30 Valmatic American Butterfly Valve Valmanc Valve and Manufacturing Com. Valmatic American Butterfly Valve. AW WA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AW WA C-504 24" to 48" 03/19/18 33 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AW WA C504 Butterfly Valve AW WA C-504 30"-54" Water - Polvethvlene Encasement 33-11-10 (01/08/13) 05/12/05 E1-13 Polyethylene Encasment Fl—ol Packaging Fulton Entemrises AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AW WA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD Water - SamDlinE Station 03/07/23 33 12 50 l Water Sampling Station Eclipse Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50 Water - Automatic Flusher HG6-A-IN-2-BRN-LPRR(Portable) 1.110 Automated Flushing System Mueller Hydroguard HG2-A-IN--2-PVC-018-LPLG(Perinanent) 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800we 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the regmrements of the Technical Specification w 11 override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Yellow Highlight indicates recent changes * From Original Standard Products List