Loading...
HomeMy WebLinkAboutContract 61001-PM1CSC No. 61001-PM1 PROJECT MANUAL FOR THE CONSTRUCTION OF PUBLIC WATER, WASTEWATER, AND DRAINAGE IMPROVEMETNS TO SERVE NEW LEAF CAMP BOWIE rI JOFN R.AINSWORTH • a�s •..123258•• ••• ••• 0 /19/2024 IPRC Record No. IPRC23-0099 City Project No.104970 FID No. 30114-0200431-104970-EO7685 File No. W-2944 X File No. X-27870 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur Director, Transportation and Public Works Department Prepared for The City of Fort Worth March 2024 Kimley)))Horn Texas Registered Engineering Firm F-928 801 Cherry Street, Suite 1300, Unit 11 Fort Worth, TX 76102 817.339.2275 Kimley-Horn No. 061322900 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 6 SECTION 00 0010 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised nn� rfwit tief to Bid efs 03 /v�r20/2020 00 41 00 Bid Fe 04/04 00 42 43 Proposal Form Unit Price 05/22/2019 nn� Bid Bon 04/04 nn� Bidders n-o,,, alifieatio ' 04/04 00 45 12 Prequalification Statement 09/01/2015 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 Minority Business Enterprise Goa 08/21/2018 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 00 72 00 Maintenance Bond GeneralConditions 01/31/2012 i i ii T 00 73 00 0073 10 Supplement.,.-., Conditions Standard City Conditions of the Construction Contract for Developer 0�in�11 01/10/2013 Awarded Projects Division 01 - General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 2500 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 01 31 20 P feleet Meetings 07/01/2011 01 3233 Preconstruction Video 08/30/2013 01 3300 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 6000 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 7123 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 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 IMRPOVEMENTS TO SERVE NEW LEAF CAMP BOWIE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN:104970 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 02 — Existing Conditions: NONE Division 03 — Concrete: NONE Division 26 — Electrical: NONE Division 31— Earthwork: NONE Division 32 — Exterior Improvements: NONE Division 33 — Utilities: NONE Division 34 — Transportation: NONE CITY OF FORT WORTH IMRPOVEMENTS TO SERVE NEW LEAF CAMP BOWIE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN:104970 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: htty://fortworthtexas.2ov/tvw/contractors/ or httDs://apps.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 Controlled Low Strength Material (CLSM) 12/20/2012 03 34 16 Conefete Base Material for Trene . Repair 12/20/2012 03 80 00 Moth '^atiom 12/20/2012 Division 26 - Electrical 26 05 00 Cemrne"Gmk- R 0111'a for Eleetfieal 11/22/2013 2605 10 Demolition for Elo�rroal Fi;s 12/20/2012 26 05 33 d Bo-raa �6. 5oariaal Fr/ems 12/20/2012 26 05 43 Underground T oound DUots and n aeeways for Eleet fie ,1 Systems 07/01/2011 26 05 50 Eab`.-.uriaa1c'^"" Multi Duet Condui 02/26/2016 Division 31 - Earthwork 31 1000 Site Clearing 12/20/2012 31 23 16 U-nel ssifiea Exeavatio 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 31 36 00 Gabions 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 3201 17 no... anef + Asphalt Piwing Repair . 12/20/2012 3201 18 To,...,.^,.ary Asphalt It Paving Repair- . 12/20/2012 320129 Concrete Paving Repair 12/20/2012 32 1123 Flexible Base Courses 12/20/2012 32 1129 Lime Treated Base Courses 12/20/2012 32 1133 Cement Treated Base Courses 12/20/2012 32 1137 Liquid Treated Soil Stabilizer 08/21/2015 32 1216 Asphalt Davin 12/20/2012 32 1273 Asphalt Raving Gr ek Eoalnts 12/20/2012 32 13 13 Concrete Paving 12/20/2012 32 1320 Gonerete Si o'rulkz, Dri: anio; Free 06/05/2018 32 1373 Concrete Paving Joint Sealants 12/20/2012 32 1416 Bfiev Unit D^^;~^ 12/20/2012 32 1613 Gonerete Curb and GtAters and Valley Gutters- 10/05/2016 CITY OF FORT WORTH IMRPOVEMENTS TO SERVE NEW LEAF CAMP BOWIE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN:104970 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 32 1723 Da"^fn^„t Mar -kings 11/22/2013 32 1725 Cufb Address Paint"* 11/04/2013 3231 13 Chain Fences and Gates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 12/20/2012 32 32 13 Cast if i Plaee Geftefet^ Walls 06/05/2018 3291 19 'Ibro�l INa d FitgrAi ^ e f Pa ke.,ays 12/20/2012 32 92 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 32 93 43 T fees and Shfa s 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed C reu t Television (CCT 7) InaNc6an 03/03/2016 3303 10 B TWA Pumri„^��o.."" 5.� 12/20/2012 33 04 10 joint Bonding and Eleetr4eal 1sol t;^„ 12/20/2012 33 04 11 C,-_\vcUo. Ce t"^l Tort Stations 12/20/2012 33 04 12 Magnesium Anode de C th die Proteetio System 12/20/2012 33 04 30 Ta T,--\-ar,- Waer�� 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3305 12 Water Line Lowering 12/20/2012 3305 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 3305 13.10 Frame, Cover and Grade Rings — Composite 01/22/2016 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012 Grade 3305 16 Cenefete `x'atef Vaults 12/20/2012 3305 17 Concrete Collars 12/20/2012 33 05 20 Augef Befin 12/20/2012 33 05 21 Tu*nel Liner- or- X to 12/20/2012 33 05 22 Steel-Cavrrg Pipe 12/20/2012 33 05 23 Hand Tumeling 12/20/2012 33 05 24 of Gafr- ^r Pipe in (`acing or Tu -N~ L;naf Plate 06/19/2013 33 05 26 Utility Markers/Locators 12/20/2012 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 33 11 13 Coner-etc Proovev Piro, Bar- Vk- pped, Steel Cylinder- Type 12/20/2012 33 11 14 stool Pirc-and Fit4ings 12/20/2012 33 1210 Water Services 1-inch to 2-inch 02/14/2017 33 1211 Large e Water- Meters 12/20/2012 33 1220 Resilient Seated Gate Valve 12/20/2012 33 1221 AAWA A Rubber- Seated B„tteffly Va1y^^ 12/20/2012 33 1225 Connection to Existing Water Mains 02/06/2013 33 1230 Combination Air- . Valve Assemblies for- Potable Water- Systems 12/20/2012 33 1240 Fire Hydrants 01/03/2014 33 1250 Water Sample Stations 12/20/2012 CITY OF FORT WORTH IMRPOVEMENTS TO SERVE NEW LEAF CAMP BOWIE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.104970 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 33 1260 Standard Blow -off Valve Assembly 06/19/2013 3331 12 Ctifea i Place Pipe (CIPP) 12/20/2012 33 31 13 Fiber veinf Pipe f . Gr-, it-y Sa-mit Sewer 12/20/2012 -glass -ee fy 33 31 15 High Density Pelyefl+y ewe (HDPE) Pipe4'or £/anitar, er 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 33 31 21 1an1S.�'er 12/20/2012 Pipe 33 31 22 Sanitafy Se --,r Uip Lining 12/20/2012 33 31 23 Sanitaf y Sewer- Pipe Ealafgeme 12/20/2012 3331 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33 31 70 E'=ti Air- Valve for Sanitary So..,er- For-ee M 12/20/2012 lati3 3339 10 Cal is Pllaaa Co:.,op&ej Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33 39 30 €brvgla03 Nlanholz 12/20/2012 33 39 40 Wastewater ate A ceess Chamber (W A C) 12/20/2012 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 3341 10 Do"'f " e C re-eto Ftr.>tn2 Fewer Pipe/! „hefts 07/01/2011 3341 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012 3341 12 Reinf;red Pelyothlorx) (FJ'1'E>, Pipe 11/13/2015 33 46 00 Subdr-ainage 12/20/2012 33 46 01 Slotted 9C3:in Dmins 07/01/2011 33 46 02 Tfendh Dmi:j 07/01/2011 33 49 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 3441 10 Tfa f e Signals 10/12/2015 3441 10.01 Attaehment A ontrellenC-abinet 12/18/2015 3441 10.02 Att-aelment B ControllerSpeeifeatien 02/2012 3441 10.03 Att-aehmentG-Se€twafespeeifeatien 01/2012 3441 11 To,..,.e fafy Traffi . Signals 11/22/2013 3441 13 Removing Traffic Signa'rz 12/20/2012 3441 15 Reetangularr Aaiy.3 Flavhing Beaeo 11/22/2013 3441 16 Dodostfia 14ybr-:a Signal 11/22/2013 34 41 20 Readw Illurninatie ^ s� 12/20/2012 34 41 20.01 Arterial LED Roadway L/.ln'iiLx'�raz 06/15/2015 34 41 20.02 Freeway LED D,,adw ., L/,aninoims 06/15/2015 34 41 20.03 Resideial LED Roadway L/arrrir\-.�ros 06/15/2015 34 41 30 Aluminum Erns 11/12/2013 34 41 50 Single Mode Fiber- Opts. r 02/26/2016 3471 13 Tf ffie Gefttf^l 11/22/2013 CITY OF FORT WORTH IMRPOVEMENTS TO SERVE NEW LEAF CAMP BOWIE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.104970 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix GC-4.01 Page 6 of 6 GC-4.02 Subsurface and Physical Conditions GC-4.04 GC-4.06 u.,,.,,.detis Efwiao:a�,ntal Geed tief at Site GC-6.06.D omph=Qe GC-6.07 Wage D ^+es GC-6.09 N-c-mit:iasa T Ta es GC-6.24 Neff di3a:mmi:xlt�:� GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH IMRPOVEMENTS TO SERVE NEW LEAF CAMP BOWIE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.104970 Revised March 20, 2020 Bid Tab DAP -PROPOSAL 1 OF 4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Water, Drainage, and Sewer Improvements to Serve New Leaf Camp Bowie CPN: 104970 UNIT PRICE BID Bidder's Application Project Item Infomuation Bidder's Proposal Bidlist Item Description Specification Section No. Unit of Bid Unit Price Bid Value No. Measure Quantity UNIT I: WATER IMPROVEMENTS 1 0241.1000 Remove Conc Pvmt 0241 13 SY 135 $108.00 $14,580.00 2 3305.0109 Trench Safety 33 05 10 LF 467 $1.00 $467.00 3 3311.0001 Ductile Iron Water Fittings w/ Restraint 3311 11 TON 0.86 $8,559.00 $7,360.74 4 3311.0161 6" PVC Water Pipe 3311 12 LF 10 $80.00 $800.00 5 3311.0254 8" DIP Water, CLSM Backfill 3311 10 LF 20 $691.00 $13,820.00 6 3311.0261 8" PVC Water Pipe 3311 12 LF 447 $87.00 $38,889.00 7 3312.0001 Fire Hydrant 33 12 40 EA 1 $7,898.00 $7,898.00 8 3312.0002 Water Sampling Station 33 12 50 EA 2 $2,145.00 $4,290.00 9 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 2 $3,254.00 $6,508.00 10 3312.2203 2" Water Service 33 12 10 EA 3 $1,994.00 $5,982.00 11 3312.3002 6" Gate Valve 33 12 20 EA 1 $2,440.00 $2,440.00 12 3312.3003 8" Gate Valve 33 12 20 EA 1 $3,254.00 $3,254.00 13 3471.0001 Traffic Control 3471 13 MO 1 $5,000.00 $5,000.00 14 9999.0001 8" X 2" Tapping Sleeve 99 99 99 EA 1 $4,234.00 $4,234.00 15 9999.0002 8" X 3" Tapping Sleeve 99 99 99 EA 2 $5,909.00 $11,818.00 16 9999.0003 3" PVC Domestic Service Line 99 99 99 LF 15 $132.00 $1,980.00 17 9999.0009 2" PVC Irrigation Service Line 99 99 99 LF 8 $120.00 $960.00 TOTAL UNIT I: WATER IMPROJEMENTS $130,280.74 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECT FROM VERSION MAY 22, 2019 00 42 43_Bid Proposal Bid Tab DAP -PROPOSAL 20F4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Water, Drainage, and Sewer Improvements to Serve New Leaf Camp Bowie CPN: 104970 UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Section No. Unit of Bid Unit Price Bid Value No. Measure Quantity UNIT II: SEWER IMPROVEMENTS 1 0241.2012 Remove 6" Sewer Line 0241 14 LF 126 $25.00 $3,150.00 2 3301.0002 Post -CCTV Inspection 3301 31 LF 126 $1.00 $126.00 3 3301.0101 Manhole Vacuum Testing 3301 30 EA 1 $300.00 $300.00 4 3305.0107 Manhole Adjustment, Minor 33 05 14 EA 1 $394.00 $394.00 5 3305.0109 Trench Safety 33 05 10 LF 126 $1.00 $126.00 6 3331.3201 6" Sewer Service 3331 50 EA 1 $201.00 $201.00 7 3331.3312 6" Sewer Service, Reconnection 3331 50 EA 1 $3,990.00 $3,990.00 8 3331.4115 8" Sewer Pipe 3311 10,3331 12,33 LF 126 $71.00 $8,946.00 9 3339.1001 4' Manhole 3331 50 EA 1 $13,992.00 $13,992.00 TOTAL UNIT II: SEWER IMPROVEMENTS $31,225.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECT FROM VERSION MAY 22, 2019 00 42 43_Bid Proposal Bid Tab DAP -PROPOSAL 30F4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Water, Drainage, and Sewer Improvements to Serve New Leaf Camp Bowie CPN: 104970 UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Section No. Unit of Bid Unit Price Bid Value No. Measure Quantity UNIT III: DRAINAGE IMPROVEMENTS 1 3137.0104 Medium Stone Riprap, dry 31 3700 SY 94 $35.00 $3,290.00 2 3292.0100 Block Sod Placement 32 92 13 SY 130 $6.00 $780.00 3 3305.0109 Trench Safety 33 05 10 LF 470 $1.00 $470.00 4 3341.3501 30" PP Pipe 3341 13 LF 11 $226.00 $2,486.00 5 3341.3501 42" PP Pipe 3341 13 LF 210 $241.00 $50,610.00 6 3341.3501 48" PP Pipe 3341 13 LF 246 $313.00 $76,998.00 7 3349.0002 5' Storm Junction Box 33 49 10 EA 2 $12,337.00 $24,674.00 8 3349.1005 30" Flared Headwall, 1 pipe 33 49 40 EA 1 $10,536.00 $10,536.00 9 3349.1011 48" Flared Headwall, 1 pipe 33 49 40 EA 1 $16,229.00 $16,229.00 10 3349.7002 5'Drop Inlet 334920 EA 1 $14,601.00 $14,601.00 11 9999.0004 Remove Conc Flume 99 99 99 SY 10 $50.00 $500.00 12 9999.0005 Conc. Flume 99 99 99 SY 15 $405.00 $6,075.00 13 9999.0006 Conc. Baffle Blocks 99 99 99 EA 6 $750.00 $4,500.00 14 9999.0007 6' Chainlink Fence 99 99 99 LF 750 $81.00 $60,750.00 15 9999.0008 TxDOT Concrete Channel Lining 99 99 99 SY 595 $12.50 $7,437.50 TOTAL UNIT III: DRAINAGE IMPROJEMENTS $279,936.50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECT FROM VERSION MAY 22, 2019 00 42 43_Bid Proposal Bid Tab DAP -PROPOSAL 40F4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Water, Drainage, and Sewer Improvements to Serve New Leaf Camp Bowie CPN: 104970 UNIT PRICE BID Bidlist Item No. Bidder's Application Project Item Information Bidder's Proposal Description Specification Section No. Unit of Bid Unit Price Bid Value Measure Quantity Bid Summary UNIT I: WATER IMPROVEMENTS UNIT It: SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS This Bid is submitted by the entity named below BIDDER: Company Name: RJM Contractors, Inc. Address: 7616 Benbrook Parkway Benbrook, Texas 76126 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. Total Construction Bid BY: Jared Hamm/// ,A ^A Y / "X41 v TITL i Assistant DAT : �ill/2024 $130,280.74 $31,225.00 $279,936.50 $441,442.24 100 working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECT FROM VERSION MAY 22, 2019 00 42 43_Bid Proposal 0045 12 DAP PREQUALIFICATION STATEMENT Page L 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 "Major Work Tvne" box provide the complete major work tvve and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Sanitary Sewer Improvements Calvo Construction Inc. 4/28/24 Water New Development ( 12" and Under) Calvo Construction Inc. 4/28/24 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: RJM Contractors, Inc. 7616 Benbrook Park"ay Benbrook, Texas 76126 BY: ill (Signature) TIT CEO/ Owner TE: 316124 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALI R CATIO N STATEMENT —DEVELO PER AWARDED PROJECTS 00 45 12_Prequalification Statement.docx Form Version September 1, 2015 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No.104970. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR; _RJM Contractors. Inc. Company 7616 Benbrook Pkwv Address Benbrook, TX 76126 City/State/Zip THE STATE OF TEXAS § COUNTY OFTARRANT § By: RJ Miller Print) Signature: Title: CEO/ Owner (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared l} a AA-1 �1 Q y , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of �� Gsf .ail r _C Anj bllft I-1 6k Wif l -11 Cbgfor the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of �A OWO,A, , 20R� Notary Pub in and for the State of Texas END OF SECTION MADISON TURNER �r°• = Notary Public, State of Texas COMM. F.xpirss 01-22-2028 ''an ia`` Notary ID 134723664 CITY OF FORT WORTH IMPROVEMENTS TO SERVE NEW LEAF CAMP BOWIE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN-104970 Revised April 2, 2014 2 SECTION 00 52 43 AGREEMENT 00 52 43 - 1 Developer Awarded Project Agreement Pagel of 4 3 THIS AGREEMENT, authorized on 3/6/24 is made by and between the Developer, 4 (New Leaf Community Services), authorized to do business in Texas ("Developer") , and 5 RJM Contractors. Inc. , authorized to do business 6 in Texas, acting by and through its duly authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Public Water. Wastewater. and Drainage Improvements to Serve New Leaf Camp Bowie 16 CPN:104970 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within { 100_J working days after the 23 date when the Contract Time commences to run as provided in Paragraph 12.04 of the 24 Standard City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer Three hundred and ON dollars Dollars ($350.00) for each day that expires 35 after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the 36 Final Letter of Acceptance. CITY OF FORT WORTH IMPROVEMENTS TO SERVE NEW LEAF CAMP BOWIE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104970 Revised June 16, 2016 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of _Four hundred and fortv-one thousand. four hundred 40 forty-two dollars and twenty four cents. Dollars ($ 441,442.24 ). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 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 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents 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 1,1PROiE,WGNA'rOSLRIT NI:WLLA CAMPROavlr.• STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -- DEVELOPER AWARDED PROJECTS CPJV: 104970 Revised June 16, 2016 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 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 overate 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 Dart, by any act, omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes 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 92 provision is specifically intended to overate and be effective even if it is alleged or 93 Droven that all or some of the damages being sought were caused, in whole or in part, 94 by any act, omission or negligence of the city. 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 99 the 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 7A Severability. 408 Any provision or part of the Contract DOCLIments 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 I14 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 IMPRO VEiVEMS 7*0 SER117 MLIV LE'V c AUP BOWIE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104970 Revised June 16, 2016 005243-4 Developer A%%arded Project Agreement Page 4 of 4 116 117 7.6 Authority to Sign. 118 Contractor shall attach evidence of authority to sign Agreement, if other than duly 119 authorized signatory of the Contractor. 120 121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 122 counterparts. 123 124 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 125 126 Contractor: RIM Contractors. Inc. By: (Signature) J Miller (Printed Name) Title:CEO/ Owner Company Name: RJM Contractors, Inc. Address: 7616 Benbrook Pkwy City/State/Zip: Benbrook, TX 76126 3/6/24 Date Developer: Ne►r Leaf Covranlunj y Services By: (Signature) 1�.��evcC�rid�i�r► (Printed Name) Title: President Company name: Address: P.O. Box 100103 City/State/Zip: Fort Worth, Texas 76185 Date 3/7/2024 CITY OF FORT WORTH 8011,1r STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPX. 104970 Revised June 16.2016 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 006125-1 CERTIFICATE OF INSURANCE Page 1 of 1 SECTION 00 6125 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH Public Drainage Improvements to Serve Quail Grove Commercial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN.•103993 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Bond Number. CB80066862 SECTION 00 6213 PERFORMANCE BOND 006213 1 PERFORMANCE BOND Page 1 of 4 THE STATE OF TEXAS § $ KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Calvo Construction. Inc. , known as "Principal" herein and National American Insurance Compaml , a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, (Accelerated Development Services), authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, Four hundred forty-one thousand, four hundred forty-two and 24J100 Dollars ($ 441,442 24 } lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the / payment of which sum well and truly to be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 19 WHEREAS, Developer and City have entered Into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 21 CFA Number CFA23-0124 ;and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 23 the -61h day of ___March , 20 24 , 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 Camp Bowie Road Housing. 27 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall 28 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 29 perform the Work, including Change Orders, under the Contract, according to the plans, CITY OF FORT WORTH STANDARD CITY CONDIT ONS — OEVEIOPE R AWARDED PROJECTS Rev] sed January 31, 2012 00 6213.2 PERFORMANCE BOND Page 2 of 4 1 specifications, and contract documents therein referred to, and as well during any period of 2 extension of the Contract that may be granted on the part of the Developer and/or City, then 3 this obligation shall be and become null and void, otherwise to remain in full force and effect. 4 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 5 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 6 Worth Division. 7 This bond is made and executed in compliance with the provisions of Chapter 2253 of 8 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in 9 accordance with the provisions of said statue. 10 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this 11 instrument by duly authorized agents and officers on this the 6th day of March 12 , 20 24 . 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 j'..0 / tjAjA.)__ ATTEST: (Principal) Secretary CITY OF FORT WORTH STANDARD CITYCONDIT DNS — DEVELOPER AWARDED PROJECTS Revised January 32, 2012 PRINCIPAL: BY: Caivo Construction. Inc �f Signature Juan Capra - President _ Name and Title 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2s 29 30 31 006213 3 PERFORMANCE BOND Page 3 of 4 Address: 621 N. Main Street, Suite 200 Grapevine, TX 76051 Witness as to Principal SURETY: National American Insurance Company BY: d Signature Dav d S. Sa'avJtch, Attorney in Fact Name and Title Address: 4911 S Arrowhead Dr., Suite 310 Indeoendence. MO 64055 Witness as to Surety Telephone Jutie Messbarger, Secretary CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2012 r SEAL =o= *+4no�i ,,, '„Lai• Number: 816-525-3155 OQ 6213 4 PERFORMANCE BONA Page 4 of 4 4 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 5 from the by-laws showing that this person has authority to sign such obligation. If 6 Surety's physical address is different from its mailing address, both must be provided. 7 8 The date of the bond shall not be prior to the date the Contract is awarded. 9 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWAROEO PROJECTS Revised January 31. 2012 NATIONAL. AMERICAN INSURANCE COMPANY CHANDLER, OKL.AHOMA Bond Number: CBBDM6862 POWER OF ATTORNEY DUPLICATES SHALL HAVE THE SAME FORCE AND EFFECT AS AN ORIGINAL ONLY WHEN ISSUED IN CONJUNCTION WITH THE ORIGINAL. KNOW All. MEN BY THESE PRESENTS That the Na1brW American nsurance Company a corporation duty organized under the, a" of the State of Okahoma. having as principal office in the city of Chandler Oklahorrla_ pursuant to the following resolution. adopted by the Board of Directors of the sad Company on the filth day of uty 198: to- wit "Reaalved, that any olhCar of the Company shall have sulhority to make. execute and datwar a Power of Attorney coi aluting as Atiomey4n4ed such persons firms or corporations as may be selected from time to toes. Resolved that noWng in Ors Power of Attorney shall be construed as a grant of audio* to the ahomeyAl -n fact to sign. execute acknowledge de vw yr thomme ssus a policy at policies of insurance on behalf of National American Insurance Company Be It Further Ros~ that the signature of any officer and the Seal of the Company may be affixed In any such Poway of Attorney or any certificate relating therelo by facom e and any such Paver of Attorney or certifints bearkmg such facsimile a gnature n facsimile seal shah be valid or binding upon the Company and any such powers so executed and Certified by foemmife signature and fstvmfe sees shell be vald and b riding upon the Company in the future with respect to any bond and documents retailing to such bonds b which it is attached" National American Insurance Company does hereby make. constitute and appoint Ua%id S Sala% Itch. Luke P Sealer. Robert L. Cox.11. Kathryn I: Johnson. Rodney S. Dernaree. Kneee McCrorcy, Joshua Roberts tU true and lawful altomayts - n4act with f ukll power and authority hereby corl"aned n'as r ame Places and stead to sign. execute acknoWedge and delver+n is behalf and its act and deed an follows To hind dine company for bonds, not to exceed$4 000 000 00 for any single bond And to hind National American Insurance Company thereby as fully and to the same extant as 9 such bonds and dowmeots relating to such bonds were signed by the duly authonzed officer of the National Amenean tnsmance Company and e. the acts of said A %om#Asi pursuant to the authority here n given are hereby n stifad and confirmed IN WITNESS WHEREOF, the National American Insurance Company has caused these presents to be signed by any officer of the Comp arty and its Corporate Seal to be hereto affixed. NATIONAL AMERICAN INSURANCE COMPANY a�tlra&, SEAL g W. Brent 1.90tlrs, Chairman & Chief Executive Officer STATE OF OKLAHOMA I COUNTY OF LINCOLN I S S. On this 2lot day of March. A.D.2022, before me personally came W. Bront LaGars, to me known, who being by me duty sworn, did depose and say! that he resides in the County of Lincoln, State at Oklahoma. that he is ttb Chairman and Chief Executive Officer of the National Amodcon Insurance Company, the corporation deserited in and which executed the above Instrument; that he knows the anal of sold corporation; that the seal affixed to the said Instrument Is such corporate &eat, that it was so affixed by order of the Board of Directors of said corporation and that he *IV nod his name. thereto by like order. C7',rpt'vtk� s ,� tort OL'7ai.�� y STATE OF OKtAHOMA COUNTYOFLINCOLN ) SS �4,pbQ 6�f Notary Public My Commission Expires August 27, 2025 Commission a113007877 I, the undersigned. Secretary of the National American Insurance Company an Oklahoma Corporation, DO HEREBY CERTIFY that the fongWng and attached POWER OF ATTORNEY remains In full force. 2024 Signed and $need at the City of Chandler. Dated the 6th „_day of March SEAL 3 R. Patrick Gitenore, Secretary 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Bond Number: CBBOD66862 SECTION 00 6214 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § 006214.1 PAYMENTBOND Page i of 3 That we, Calvo Construction, Inc. known as "Principar herein, and National American Insurance Comoanv , a corporate surety ( or sureties if more than one), duly authorized to do business in the State of Texas, known as "Surety' herein (whether one or more), are held and firmly bound unto -the Developer, Accelerated Development Services, authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of Four hundred forty-one thousand, four hundred forty-two and 241100 Dollars ($ 441,442 24 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth, by and through a Community Facilities 21 Agreement, CFA Number CFA23-0124 ; and 22 WHEREAS, Principal has entered into a certain written Contract with Developer, 23 awarded the 6th day of March 20 24 , 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 26 the Work as provided for in said Contract and designated as Camp Bowie Road Housing. 27 NOW, THEREFORE, the condition of this obligation is such that if Principal shall pay all 28 monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Rewsed January 31, 2012 00 6214 - 2 PAYMENT BOND Page 2 of 3 1 Texas Government Code, as amended) in the prosecution of the Work under the Contract, then 2 this obligation shall be and become null and void; otherwise to remain in full force and effect. 3 This bond is made and executed in compliance with the provisions of Chapter 2253 of 4 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in S accordance with the provisions of said statute. 6 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this 7 instrument by duly authorized agents and officers on this the 6th day of g March _ .20 24 9 ATTEST: 0'r, 1� _0 Z Lj'w.� (Principal) Secretary Witness as to Principal CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVEWPER AWARDED PROJECTS Revised January 31, 2012 P RINCI PAL: Calvo Construction. Inc. BY. Signa ure liian f alvn _ PreSid,&n* Name and Title Address: 621 N. Main Street, Suite 200 Grapevine, TX 76051 SURETY: National Ame6can Insurance Company INJ: ••, SEAL `6 5�14 AK ATTEST: (Sure y) Secretary Ju le Messbarger qfflmlw-ttil�-•✓ Witness as to Surety Julie Messbarger, Secretary 1 00 6214 3 PAYMENT90NO Page 3 of 3 Signature David S. Salavitch. Attorney in Fact Name and Title Address: 4911 S. Arrowhead Dr., Suite 310 Independence, MO 64055 Telephone Number: 816-525-3166 2 Note: It signed by an officer of the Surety, there must be on file a certified extract from the 3 bylaws showing that this person has authority to sign such obligation. If Surety's physical 4 address is different from its mailing address, both must be provided. 5 6 The date of the bond shall not be prior to the date the Contract is awarded. 7 END OF SECTION 8 CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2D12 NATIONAL. AMERICAN INSURANCE COMPANY CHANDLER, OKLAHOMA Bond Number: C15B0066862 POWER OF ATTORNEY DUPLICATES SHALL HAVE THE SAME FORCE AND EFFECT AS AN ORIGINAL ONLY WHEN ISSUED IN CONJUNCTION WITH THE ORIGINAL. KNOW ALL MEN BY THESE PRESENTS That the National American Insurance Company. a corporation ding organized under the lows of the State of Okahoma, having its principal office in the c4ty of Chandler Oklshoma pursuant to the fat'owing resolution adopted by the Board of Directors of the said Company on the 0 day of July 1997 to Brit 'Resolved, that any officer of the Company shall have authority to make, execute and detrvsr a Power of Attorney 00n8titubno as Aftomyan-fact. such persons firms or corporations as may be selected from time to time Resolved that nothing in this Power of Attorney SW be construed as a grant of authority to the attomy(s: in fad to sign. execute acknowledge delnisr or otherwise issue a policy or policies of insurance on behalf of National American Insurance Company. Be it Further Resolved that the signature of any officar and the Seal of pie Company may be affixed 10 any such Power of Attorney or any certificate re alim thereto by facaimile and My such Power of Attorney or certificate bearing such Jasmine signature or facamie seal shall be valid and binding upon via Compsny and any such powers so executed and certified by facsimile tagnature and laesrmie seal shall be ve Id and brAng upon the Company in the future w th respect to any bad and documents refuting to such bonds to which it is attached' Nalional American Insurance Company does hereby maks constitute and appoat Dai-ld S. Salai itch. Luke P. Sealer. Robert L. CoN, 11. Kathryn E Johnson, Rodney S Demarce. Kacee McCrore), Joshua Roberts its true and lawful oftomey(s) um4ad with ful power and authority hereby conferred n its name places and stead to sign execute acknowledge and deliver in its behalf and its ad and deed as follows To bed the company for bonds not to exceed Sin 000,000.00 for any single bond And to bind National Amerun Insurance Company thereby as fully and to the same extent as a such bonds and documents relating to such bonds were a=fined by the duty authorized officer of the Ne6ons Ameman insurance Company and all the ads of geld Attomay(s) pursuant to the authority herein given are hereby ratified and corilimied IN WITNESS WHEREOF, the National American Insurance Company has caused these presents to be signed by any officer of the Company and it$ C0rP0fate Seal to be hereto affixed. itCW 1 Nae� w SEAT. q STATE OF OKLAHOMA 1 COUNTY OF LINCOLN 1 88' NATIONAL AMERICAN INSURANCE COMPANY W. Brant LeGere, Chairman & Chief Executive Officer On this 21s1 day of March, A.D.2022. before me personaliy came W. Brent LoGere, to rna known, who being by me duly sworn, did depose and say* that he roe Idea In the County of Lincoln, State of Oklahoma; that he is the Chairman and Chist Executive Officer of the National Amariean Insurance Company, the corporation descrtbed to and Which executed the above instrument; that he knows the semi of sold corporation; that the seal affixed to the said instrument Is such corporate seal; that It was so affixed by order of the Board of Directors of said corporation and that he signed his name, thereto by like order a91AL STATE OF OKLAHOMA 1 COUNTY OF LINCOLN 1 SS. C*PQ6�f Notary Public My Commission Expires August 27, 202S Commission $13007877 I, the undersigned. Secretary of the National American Insurance Company, an Oklahoma Corporation, DO NEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains In full force. Signed and Saelod at the City of Chandler. Dated the Oth _ day of March 2024 1_rJilf loft� 0 N. �tlLwtNO� R, Patrick Gilmore, Secretary 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 006219 1 MAINTENANCE BOND Page 1 of S Bond Number. CBR0066862 SECTION 00 6219 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we Calvo Construction. Inc. , known as "Principar herein and National American Insurance Comoanv a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Accelerated Development Services, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of Four hundred forty-one thousand, four hundred Forty-Nw and 241100 Dollars ($ 441.442.24 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 obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 22 CFA Number CFA23-0124 ; and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the 6dL day of March , 20 24 . which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish 26 all 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 Camp Bowie Road Housing; and 29 CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 5 1 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 2 accordance with the plans, specifications and Contract Documents that the Work is and will 3 remain free from defects in materials or workmanship for and during the period of two (2) years 4 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 5 6 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 7 receiving notice from the Developer and/or City of the need thereof at any time within the 8 Maintenance Period. 9 10 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy 11 any defective Work, for which timely notice was provided by Developer or City, to a completion 12 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 13 full force and effect. 14 15 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 16 noticed defective Work, it is agreed that the Developer or City may cause any and all such 17 defective Work to be repaired and/or reconstructed with all associated costs thereof being 18 borne by the Principal and the Surety under this Maintenance Bond; and 19 20 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 21 Tarrant County, Texas or the U nited States District Court for the Northern District of Texas, Fort 22 Worth Division; and 23 24 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 25 recoveries may be had hereon for successive breaches. 26 CTY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 20S 2 006219 3 MAINTENANCE BOND Page 3 of 5 CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2012 00 6219.4 MAINTENANCE BOND Page 4 of 5 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 6th day of March 3 20 24 . 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 ATTEST: (Principal) Secretary Witness as to Principal CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 PRINCIPAL: BY: Carvo Construction, Inc Signature Juan Cako - President Name and Title Address: 621 N Main Street, Suite 200 Grapevine, TX 76051 SURETY: Natorim American Insurance Company 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 ATTEST: Jul Massbarger,� etery (Surety) Secretary 006219 5 MAINTENANCE BOND Page 5 of 5 BY: Signature David S. Salavitch, Attorney in Fact Name and Title Address: 4911 S. Arrowhead Dr., Suite 310 Independence, MO 64055 Witness as to Surety Telephone Number: 816-525-3155 Julie Messbarger, Secretary *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY of FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 NATIONAL AMERICAN INSURANCE COMPANY CHANDLER, OKLAHOMA Bond Number. CB80066862 POWER OF ATTORNEY DUPLICATES SHALL HAVE THE SAME FORCE AND EFFECT AS AN ORIGINAL ONLY WHEN ISSUED IN CONJUNCTION WITH THE ORIGINAL. KNOW ALL MEN BY THESE PRESENTS: Thal the National American Ins-irance <ompany a eorporalwmi duly organized under the laws of the Stale of Oklahoma. having its proic pal office in the city of Chandler. Oklahomc pursuant to the following resautiort adopted by the Board of Oueelors of the said Company on the SM day of July 1967. to VAL Resolved. that my officer of she Company sheii have authority to make execute and dative, a Power of Attomey consfhdrng as Atmmey4n•fact such parsons. frets. or eorporabons as may be selected from time to bme Resolved that nothing In this Power of Attorney shall be construed asp grant of authority to nine atomsy(sl -�q fact to sign. execute acknowledge dolvercr otherwise issue a policy or potkdes of insurance on behalf d Nations American Insurance Company Be a Further Resolved that the signature of any officer and the Seal of the Company may be affixed to any such Power at Attorney or any certificate relating thereto by facsimile and any such Power of Anomay or certificate bearing such facsimile signature or facsimile seal shall be va d and binding upon the Company and any such towers to executed and oaAified by ficarmim signature and facsimile seal shag be valid and b rid ng upon the Company n the future with reaped to any bond and documents rotating b such bonds to which h is attached National American Insurance Company does hereby make. constitute and appoint Da►id S. Salavitch. Luke P. Scaler. Robert L. Coy_ If. Kaihr)n I Johnsen. Rodnq S Demarco. Kocce McCrorry.Joshua Roberts Its true and :awful altomeyrs} n4ad, with full power and author-y hereby conferred in its name places and stead to sign execute acknowledge and de ver in its behalf and its act and deed ■sfalows To bind the company for bonds not to exceed S4.000 000.00 for any* nets bond And to bind National Amencan nsurdnce Company thereby as ful'y and to the same extent as ti sx.h bonds and documents relating to such bonds were signed by the duly authorized officer of the National American Insurance Company and allthe a to of stud AltomeKS) pursuant to the authority heroin given are hereby rat�ied and confirmed IN WITNESS WHEREOF. the National Amakan lnsurance Company has caused these presents to be signed by arry officer of the Company and its Corporate Seal to be, hereto afflxad NATIONAL AMERICAN INSURANCE COMPANY �hMaa� SEAT, ►'V p.�►� W. Brant LaGere, Chairman & Chief Executive Officer STATE OF OKLAHOMA I COUNTY OF LINCOLN ) SS: On this 21st day of March. A.D. 2022, baton me personally urns W. Brent LoGers, to me known, who being by we duly sworn, did depose and may; that he resides In the County of Lincoln. State of Oklahoma; that he Is the Chairman and Chief Executive Officer of the Natonal Amerkan Insurance Company. the corporation described In and which executed the above Instrument; that he knows the seal of said corporation; that the goal affixed to the said instrument is such corporate seal; that It was ao afffxmd by order of the Board of Directom of said corporston end that he signed his name, thereto by Do ardor. C10Q&P Notary Public My Commission Expires August 27, 2025 Commission 013007877 STATE OF OKLAHOMA ) COUNTY OF LINCOL.N ) as 1, the undsrstgnadr Secratm y of the National American Insurance Company, an Oklahoma Co►pormlion, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains In fall force. Signed and Seated at the city of chandler Dated the 6th day of March 2024 eltav i4 * fGlti�pb�� L- 1 qb.� R. Patrick Gilmore, Secretary STATE OF TEXAS SURETY BOND CLAIM NOTICE In Accordance with Section 2253.021(f) of the Texas Government Code and Section 53.202(6) of the Texas Property Code, any notice of claim to the named surety under this bond(s) should be sent to: National American Insurance Company Surety Department 1010 Manvel Avenue Chandler, OK 74834 PH. 1-800-822-7802 Fax: 1-405-240-5507 www.naico.com The address of the surety company to which any notice of claim should be sent may also be obtained from the Texas Department of Insurance. You may contact the Texas Department of Insurance in person, in writing, by telephone, by e-mail or through their website. Texas Department of Insurance 333 Guadalupe Austin, TX 78701 Mail correspondence to: P.O. Box 149104 Austin, TX 78714-9104 1-800-579-4677 463-6169 (in Austin) TTY: 1-512-322-4238 e-mail: io tdi.state.tx.us www.tdi.state.tx.us NA-'T'XCN (06 15) 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects NEW LEAF CAMP BOWIE Revised December 20, 2012 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 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] DATE NAME END OF SECTION Revision Log SUMMARY OF CHANGE CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 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 Recommended as noted Firm Not recommended Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date Recommended Received late CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO PART 3 - EXECUTION [NOT USED] DATE NAME END OF SECTION Revision Log SUMMARY OF CHANGE Page 2 of 2 CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] D 111=1x4011:171121 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised August 30, 2013 CPN: 104970 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 0135 13- 1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 SECTION 013513 SPECIAL PROJECT PROCEDURES 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 f. 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 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 3. Section 33 12 25 — Connection to Existing Water Mains 25 26 1.2 REFERENCES 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 32 High Voltage Overhead Lines. 33 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 34 Specification 35 1.3 ADMINISTRATIVE REQUIREMENTS 36 A. Coordination with the Texas Department of Transportation 37 1. When work in the right-of-way which is under the jurisdiction of the Texas 38 Department of Transportation (TxDOT): 39 a. Notify the Texas Department of Transportation prior to commencing any work 40 therein in accordance with the provisions of the permit CITY OF FORT WORTH IMPROVEMENTS TO SERVE NEW LEAF CAMP BOWIE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104970 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 IMPROVEMENTS TO SERVE NEW LEAF CAMP BOWIE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104970 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 IMPROVEMENTS TO SERVE NEW LEAF CAMP BOWIE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104970 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 013513-4 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 £ 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 IMPROVEMENTS TO SERVE NEW LEAF CAMP BOWIE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104970 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE 1.3.13— Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH IMPROVEMENTS TO SERVE NEW LEAF CAMP BOWIE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104970 Revised August, 30, 2013 0135 13 -6 DAP SPECIAL PROJECT PROCEDURES 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 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: Page 6 of 7 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 IMPROVEMENTS TO SERVE NEW LEAF CAMP BOWIE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CPN: 104970 Revised August, 30, 2013 1 2 3 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 INITERRUPTIONI 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 IMPROVEMENTS TO SERVE NEW LEAF CAMP BOWIE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised March 20, 2020 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised March 20, 2020 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised JULY 1, 2011 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised JULY 1, 2011 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised JULY 1, 2011 CPN: 104970 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] DATE NAME END OF SECTION Revision Log SUMMARY OF CHANGE CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised JULY 1, 2011 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised July 1, 2011 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised July 1, 2011 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised July 1, 2011 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised July 1, 2011 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised July 1, 2011 CPN: 104970 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] DATE NAME END OF SECTION Revision Log SUMMARY OF CHANGE CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised July 1, 2011 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised March 20, 2020 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised March 20, 2020 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 017000-1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 01 70 00 - 2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. 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 IRM97[yW.3077%'/uIDleh89,11101111114`1V A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 01 70 00 - 3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement' will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 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] CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application Page 4 of 4 CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 017123-1 DAP CONSTRUCTION STAKING AND SURVEY Page 1 of 4 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey 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. Construction Staking a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Certificates 1. Provide certificate certifying that elevations and locations of improvements are in conformance or non-conformance with requirements of the Contract Documents. a. Certificate must be sealed by a registered professional land surveyor in the State of Texas. CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 01 71 23 - 2 DAP CONSTRUCTION STAKING AND SURVEY Page 2 of 4 B. Field Quality Control Submittals 1. Documentation verifying accuracy of field engineering work. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the City. 2. Coordination a. Contact City's Project Representative at least 2 weeks in advance for scheduling of Construction Staking. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes furnished by City. b. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor's neglect, such that the contracted Work cannot take place, then the Contractor will be required to pay the City for new staking with a 25 percent markup. The cost for staking will be deducted from the payment due to the Contractor for the Project. B. Construction Survey 1. Construction Survey will be performed by the City. 2. Coordination a. Contractor to verify that control data established in the design survey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c. It is the Contractor's responsibility to coordinate Construction Survey such that construction activities are not delayed or negatively impacted. d. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. 1) City shall perform replacements and/or restorations. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 250 linear feet CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 01 71 23 - 3 DAP CONSTRUCTION STAKING AND SURVEY Page 3 of 4 (2) Horizontal and vertical points of inflection, curvature, etc. (All Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines (7) Fire hydrants (8) Gate valves (9) Plugs, stubouts, dead-end lines (10) Air Release valves (Manhole rim and vent pipe) (11) Blow off valves (Manhole rim and valve lid) (12) Pressure plane valves (13) Cleaning wyes (14) Casing pipe (each end) b) Storm Sewer (1) Top of pipe elevations and coordinates at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. c) Sanitary Sewer (1) Top of pipe elevations and coordinates for sanitary sewer lines at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. (c) Cleanouts c. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work associated with meeting or exceeding the line and grade required by these Specifications. d. The Contractor will need to ensure coordination is maintained with the City to perform construction survey and to verify control data, including but not limited to the following: 1) Established benchmarks and control points provided for the Contractor's use are accurate 2) Benchmarks were used to furnish and maintain all reference lines and grades for tunneling 3) Lines and grades were used to establish the location of the pipe 4) Submit to the City copies of field notes used to establish all lines and grades and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City to verify the guidance system and the line and grade of the carrier pipe on a daily basis. 6) The Contractor remains fully responsible for the accuracy of the work and the correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to City. 9) If the installation does not meet the specified tolerances, immediately notify the City and correct the installation in accordance with the Contract Documents. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 01 71 23 - 4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 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 APPLICATION 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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] DATE NAME 8/31/2012 D. Johnson 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE 1.5.A.1 — title of section removed Revised for DAP Application CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP Application CITY OF FORT WORTH IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NEW LEAF CAMP BOWIE Revised April 7, 2014 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects NEW LEAF CAMP BOWIE Revised December 20, 2012 CPN: 104970 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 IMPROVEMENTS TO SERVE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects NEW LEAF CAMP BOWIE Revised December 20, 2012 CPN: 104970 Appendix GG 4.01 GC-4.02 Subsurface and Physical Conditions GG 4 M Undc\rgaN---ux GG 4.06 IL1m.doua E-c ., of ffnental-�;e�� GG 6. 06.D nfi o:it GG 6.0 Wage Rates GG 6.0 17�,xvnits .,-a T 44it;e., GR-01 60 00 Product Requirements CITY OF FORT WORTH Public Water, Drainage, Paving, and Street Light Improvements to Serve Bonds Ranch t STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN. 104234 Revised March 20, 2020 GC-4.02 SUBSURFACE AND PHYSICAL CONDITION THIS PAGE IS INTENTIONALLY LEFT BLANK CITY OF FORT WORTH Public Water, Drainage, Paving, and Street Light Improvements to Serve Bonds Ranch t STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104234 Revised March 20, 2020 ECS Southwest, LLP Geotechnical Engineering Report Camp Bowie West Supportive Housing 8843 Camp Bowie West Boulevard Fort Worth, Texas ECS Project Number 63:1705 September 1, 2022 C ECS SOUTHWEST, LLP "Setting the Standard for Service" Geotechnical • Construction Materials • Environmental • Facilities Tx Registered Engineering Firm F-8461 September 1, 2022 Mr. Tom Purvis L2L Development 222 Exchange Street Fort Worth, Texas 76106 Reference: Geotechnical Engineering Report Camp Bowie West Supportive Housing 8843 Camp Bowie West Boulevard Fort Worth, Texas ECS Project No. 63:1705 Dear Mr. Purvis: ECS Southwest, LLP (ECS) has completed the subsurface exploration, laboratory testing, and geotechnical engineering analyses for the referenced project. Our services were performed in general accordance with our agreed scope of work. This report presents our understanding of the geotechnical aspects of the project along with the results of the field exploration and laboratory testing conducted, and our design and construction recommendations. It has been our pleasure to be of service to L2L Development during the design phase of this project. We would appreciate the opportunity to remain involved during the continuation of the design phase, and we would like to provide our services during the construction phase operations as well to verify the assumptions of subsurface conditions made for this report. Should you have any questions concerning the information contained in this report, or if we can be of further assistance to you, please contact us. Respectfully submitted, ECS Southwest, LLP *f4� Asif Akhtar, PhD, E.I.T. Geotechnical Staff Project Manager AAkhtar@ecslimited.com x%NN%% ......... Ranasinghege (Jay) Jayatilaka, PhD, P.E ••• •--- • •••• •• Chief Engineer f•- 90187 JJavatilaka@ecslimited.com Ishtiaque Hossain, PhD, P.E Geotechnical Department Manager IHossain@ecslimited.com The electronic seal on this document was authorized by Jay Jayatilaka, PhD, P.E. No. 90187, on September 1, 2022 2621 White Settlement Road, Fort Worth, TX 76107 • T: 682-350-2250 • www.ecslimited.com ECS Capitol Services, PLLC • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC • ECS Southeast, LLP • ECS Southwest, LLP Camp Bowie West Supportive Housing ECS Project No. 63:1705 TABLE OF CONTENTS September 1, 2022 Page ii EXECUTIVE SUMMARY.............................................................................................................1 1.0 INTRODUCTION..................................................................................................................2 2.0 PROJECT INFORMATION.....................................................................................................3 2.1 Project Location/Current Site Use............................................................................................3 2.2 Proposed Construction.............................................................................................................3 3.0 FIELD EXPLORATION AND LABORATORY TESTING................................................................4 3.1 Subsurface Characterization.....................................................................................................4 3.2 Groundwater Observations......................................................................................................5 3.3 Laboratory Testing....................................................................................................................5 4.0 DESIGN RECOMMENDATIONS.............................................................................................6 4.1 Foundations —Monolithic Slab-On-Grade................................................................................6 4.2 Building Perimeter Conditions..................................................................................................7 4.3 Seismic Design Considerations.................................................................................................8 4.4 Pavement Sections....................................................................................................................9 4.5 Detention Pond.......................................................................................................................11 4.6 Site Retaining Walls................................................................................................................11 4.6.1 Design Parameters for Bearing and Sliding................................................................11 4.6.2 Lateral Earth Pressure.................................................................................................12 4.6.3 Wall Drainage.............................................................................................................13 4.6.4 Backfill Settlement......................................................................................................13 5.0 SITE CONSTRUCTION RECOMMENDATIONS.......................................................................14 5.1 Subgrade Preparation.............................................................................................................14 5.1.1 Stripping and Grubbing...............................................................................................14 5.1.2 Proofrolling.................................................................................................................14 5.2 Earthwork Operations.............................................................................................................14 5.3 Material Specifications...........................................................................................................15 5.3.1 Moisture Conditioning Clay Fill...................................................................................15 5.3.2 Select Fill.....................................................................................................................16 5.3.3 Flexible Base...............................................................................................................16 5.3.4 Granular Fill.................................................................................................................16 5.4 Foundation and Slab Observations.........................................................................................16 5.5 Utility Installations..................................................................................................................16 6.0 CLOSING...........................................................................................................................18 Camp Bowie West Supportive Housing ECS Project No. 63:1705 APPENDICES Appendix A — Figures • Site Location Diagram • Boring Location Diagram • Generalized Subsurface Section Line A -A' • Regional Geology Appendix B — Field Operations • Reference Notes for Boring Logs • Subsurface Exploration Procedure • Boring Logs B-01 to B-05 and D-01 Appendix C — Laboratory Testing • Laboratory Testing Summary Appendix D — Supplemental Report Documents • Clay Plug at Utility Trench September 1, 2022 Page iii Camp Bowie West Supportive Housing ECS Project No. 63:1705 EXECUTIVE SUMMARY September 1, 2022 Page 1 The following summarizes the main findings of the exploration, particularly those that may have a cost impact on the planned development. Further, our principal foundation recommendations are summarized. This Executive Summary is intended as a very brief overview of the primary geotechnical conditions that are expected to affect design and construction. Information gleaned from the executive summary should not be utilized in lieu of reading the entire geotechnical report. • The borings encountered lean clay, fat clay, weathered tan limestone and gray limestone to the maximum boring termination depth of about 20 feet. Groundwater was not observed in the borings during the drilling operations. • Moderately to highly expansive clays are present at this site. A potential vertical soil movements (PVM) of about 4 inches was estimated for this site. Subgrade treatment of the expansive clay soils is necessary to reduce the potential for vertical movements. • The planned buildings can be supported on a monolithic post -tensioned slab on grade foundation system. • It is recommended that ECS conduct a geotechnical review of the project plans (prior to issuance for construction) to check to see that ECS' geotechnical recommendations have been properly interpreted and implemented. • To prevent misinterpretation of ECS recommendations, ECS should be retained to perform quality control testing and documentation during construction of the earthwork and foundations for the project. Camp Bowie West Supportive Housing September 1, 2022 ECS Project No. 63:1705 Page 2 1.0 INTRODUCTION The purpose of this study was to provide geotechnical information for the design and construction of a new supportive housing development on an approximate 2.9-acre site. The recommendations developed for this report are based on project information supplied by client in their email on June 14, 2022. Our services were provided in accordance with our Proposal No. 63:2385-GP, dated on June 17, 2022, and executed on July 15, 2022, which includes our standard Terms and Conditions. This report contains the results of our subsurface exploration and geotechnical laboratory testing program, site characterization, engineering analyses, and recommendations for the design and construction of the planned development. The report includes the following items. • A brief review and description of our field and laboratory test procedures and the results of testing conducted. • A review of surface topographical features and site conditions. • A review of area and site geologic conditions. • A review of subsurface soil stratigraphy with pertinent available physical properties. • A final copy of our soil test borings. • Recommendations for site preparation and construction of compacted fills, including an evaluation of on -site soils for use as compacted fills. • Recommendations for foundation. • General recommendations for site retaining walls. • General recommendations for pavement design. Camp Bowie West Supportive Housing ECS Project No. 63:1705 2.0 PROJECT INFORMATION 2.1 PROJECT LOCATION/CURRENT SITE USE September 1, 2022 Page 3 The project site is located at 8843 Camp Bowie West Boulevard in Fort Worth, Texas (GPS: 32.7235 N, 97.4699 W). The location is depicted in Figure 2.1.1 as shown below. The site vacant and having some vegetation. The site slopes down from the northeast to southwest with a relief of about 14 feet. Ar Is A er 11• �� Y ♦}f, ti,'.I* �`i i�l YYY sow Figure 2.1.1 Site Location 2.2 PROPOSED CONSTRUCTION We understand the project will consist of design and construction of 12 quad -style apartment buildings with 48 units, one community center, one dumpster enclosure, one laundry, and one detention area. The development will also include associated utility improvements and surface parking/driveways. Grading plans are not available at the time of this report preparation; therefore, we assume that the finished grades will be within ±2 feet from the existing site grades. The following information explains our understanding of the planned development including the proposed buildings and related infrastructure. SUBJECT Site Area Usage Framing Number of Stories Finish Floor Elevation (assumed) DESIGN INFORMATION / ASSUMPTIONS 2.9 acres Residential Wood One storied building, community center above grade with no underground structure Within 2 feet of existing grades Camp Bowie West Supportive Housing September 1, 2022 ECS Project No. 63:1705 Page 4 3.0 FIELD EXPLORATION AND LABORATORY TESTING Our exploration procedures are explained in greater detail in Appendix B in the insert titled Subsurface Exploration Procedures. Our scope of work included drilling six (6) borings. Our borings were located with a handheld GPS unit and their approximate locations are shown on the Boring Location Diagram in Appendix A. 3.1 SUBSURFACE CHARACTERIZATION The regional parent geologic mapping indicates that the site is underlain by the Goodland Limestone (kgl) formation. The parent rock of the Goodland Limestone Formation consists of alternating layers of limestone, shale, and sandstone. The Upper and lower limestone unties are separated by alternating shale and limestone layers. The upper layer is 2-20 feet thick, the middle unit is 15-45 feet thick, and the lower unit is about 60 feet thick. Through chemical and mechanical weathering, the Goodland Limestone produces moderately to highly active clay soils. These soils are predominately calcareous clay grading from tan near the parent rock to dark gray near the surface. Please refer to the regional geology in Appendix A. The subsurface conditions encountered were generally consistent with published geological mapping. The following sections provide generalized characterizations of the soil and rock strata. Please refer to the boring logs in Appendix B. Subsurface Stratigraphy Approximate Dept h to Bottom of Strata Elevation of Bottom of Strata ili (ft) Stratum Description Consistency (CL) LEAN CLAY, dark brown, 1 to 6 izi EL. +730.0 to 741.0 1 brown, calcareous, with limestone Hard deposits (CH) FAT CLAY and SANDY FAT 6 to 14131 EL. +721.0 to 734.0 II CLAY, dark brown, brown, light Stiff to brown, light gray, with calcareous hard deposits and limestone fragments (CL) LEAN CLAY, brown, 11 (4) EL. +721.0 III light brown, with calcareous Hard deposits and limestone nodules 14 to 20 EL. +712.0 to 722.0 IV LIMESTONE, weathered, tan, with clay seams 20 (6) EL. +716.0 to 722.0 V LIMESTONE, gray - Notes: (1) Please note that the ground surface elevations were not surveyed by a licensed surveyor; these elevations are approximate based on dfwmaps.com. Elevation ranges are approximate +/- several feet. (2) Encountered in borings B-02 and B-03. (3) Encountered in all borings. (4) Encountered in boring B-05. (5) Encountered in borings B-02, B-04, B-05 and D-01. (6) Encountered in borings B-01, B-03 and D-01. Camp Bowie West Supportive Housing September 1, 2022 ECS Project No. 63:1705 Page 5 A graphical presentation of the subsurface conditions is shown on the Generalized Subsurface Soil Profile included in Appendix A. 3.2 GROUNDWATER OBSERVATIONS Groundwater level observations were made in the borings during drilling operations. In auger drilling operations, water is not introduced into the borehole and the groundwater position can often be determined by observing water flowing into the excavation. Furthermore, visual observation of soil samples retrieved can often be used in evaluating the groundwater conditions. Groundwater was not observed in the borings during drilling operations and the borings were observed to be dry upon the completion of drilling operations. Variations in groundwater levels can occur as a result of changes in precipitation, evaporation, surface water runoff, construction activities, and other factors not immediately apparent at the time of this exploration. The highest groundwater observations are normally observed in the late winter and early spring. Therefore, the groundwater conditions at this site could be different at the time of construction. The possibility of groundwater level fluctuation should be considered when developing the design and construction plans for the project. 3.3 LABORATORY TESTING The laboratory testing consisted of selected tests performed on samples obtained during our field exploration operations. Classification and index property tests were performed on representative soil samples. The tests included moisture content, Atterberg Limits, gradations, and overburden swell tests that are presented in Appendix C. Soil samples were visually classified on the basis of texture and plasticity in accordance with ASTM D2488 Standard Practice for Description and Identification of Soils (Visual -Manual Procedures) and including USCS classification symbols, and ASTM D2487 Standard Practice for Classification for Engineering Purposes (Unified Soil Classification System (USCS). After classification, the samples were grouped in the major zones noted on the boring logs in Appendix B. The group symbols for each soil type are indicated in parentheses along with the soil descriptions. The stratification lines between strata on the logs are approximate; in situ, the transitions may be gradual. Camp Bowie West Supportive Housing September 1, 2022 ECS Project No. 63:1705 Page 6 4.0 DESIGN RECOMMENDATIONS The following recommendations have been developed on the basis of previously described project characteristics and subsurface conditions. If there are any changes to the project characteristics or if different subsurface conditions are encountered during construction, ECS should be consulted so that the recommendations of this report can be reviewed. While site grading information was not available at the time of preparing this report, we have assumed that the building finished floor elevations will be within 2 feet of the existing grade. The recommendations provided below should be reviewed by our office once the site grading plan is available. 4.1 FOUNDATIONS — MONOLITHIC SLAB -ON -GRADE The clay soils encountered at this site are moderately to highly expansive. These soils are susceptible to shrink swell tendencies, occurring seasonally, throughout the life of the facility with the changes in moisture content. Based on test method TEX-124-E in the Texas Department of Transportation (TxDOT) Manual of Testing Procedures, one-dimensional swell and our experience with similar soils, we estimate potential vertical soil movements (PVM) of about 4 inches. The actual movements could be greater if poor drainage, ponded water, and/or other unusual sources of moisture are allowed to saturate the soils beneath the structure after construction. We anticipate that the planned residential structures will be designed using a PVR of 4.5 inches or less. If a PVR of less than 1 inches is desired, we recommend the following in order to reduce the existing PVR as noted. Subgrade Improvements Depth of Non- Expansive Fill (feet) Depth of Moisture Conditioning (feet) M Total Depth of Improved Zone (feet) PVM (inch) 1 10 11 1.0 Notes: (1) Or top of tan/gray limestone The moisture conditioning should extend beyond the building lines to include building entrances, abutting sidewalks, flatwork areas sensitive to movement and 5 feet beyond those elements. The non -expansive fill should not be placed outside the building lines. Exterior grade beam backfill should consist of on -site moisture conditioned soils. The non -expansive fill can be either select fill or flexible base. Properties of moisture conditioned soil, select fill, and flexible base are provided in Section 5.3 Material Specifications. The planned residential structures can be supported by a monolithic slab-on-grade/grade beam structural foundation system. This system may be designed with conventional reinforcing or by post -tensioning. The slab should be designed in accordance with WRI/CRSI "Design Slab -On -Ground Foundations" or PTI "Design and Construction of Post -Tensioned Slabs -On -Ground". The following design parameters are recommended for the Post -Tensioning Institute's slab -on -grade design method (3rd Edition): Camp Bowie West Supportive Housing ECS Project No. 63:1705 Recommended PTI Parameters (3rd Edition) September 1, 2022 Page 7 Anticipated PVR on Existing Center Lift Edge Lift Condition or Improved Subgrade Em (feet) Ym (inches) Ern (feet) Ym (inches) 4.0 9.0 2.0 5.2 3.0 1.0 9.0 0.7 5.2 1.0 A net allowable soil bearing pressure of 2,000 psf can be used to design grade beams, as described in the section titled "Earthwork Operations". Grade beams should have a minimum width of 10 inches to reduce the possibility of foundation bearing failure and excessive settlement due to local shear or "punching" failures. Additionally, the grade beams should extend at least 12 inches and 18 inches below final adjacent grade to utilize this bearing pressure for interior and exterior beams, respectively. Soils should be sloped away from the building to drain surface water away from the structures. These design parameters assume that positive drainage will be provided away from the structures and with moderate irrigation of surrounding lawn and planter areas with no excessive wetting or drying of soils adjacent to the foundations. Greater potential movements could occur with extreme wetting/drying of the soils due to ponding of water, plumbing leaks or lack of irrigation. If floor treatments that are sensitive to moisture will be used, a 10-mil vapor retarder of polyethylene sheeting or similar material should be placed beneath the slab to reduce moisture migration through the slab. If a vapor retarder is considered to provide moisture protection, special attention should be given to the surface curing of the slabs to reduce uneven drying of the slabs and associated cracking and/or slab curling. Please refer to ACI 302.11196 Guide for Concrete Floor and Slab Construction and ASTM E 1643 Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth or Granular Fill under Concrete Slabs for additional guidance on this issue. 4.2 BUILDING PERIMETER CONDITIONS Soils placed along the exterior of the buildings should be on -site clayey soils placed and compacted to at least 93% of the Maximum Dry Density at least 4 percentage points above optimum moisture content as obtained using the Standard Proctor Method (ASTM D-698). The purpose of this clay backfill is to reduce the opportunity for surface or subsurface water infiltration beneath the structure. Additionally, where penetrations into the structure occur, a clay plug (or suitable synthetic alternative) should be placed at the building line to reduce the opportunity for infiltrating water, regardless of the backfill material. A typical clay plug detail is provided in Appendix D of the report. Positive drainage away from the structures should also be provided. Additionally, Irrigation of lawn and landscaped areas should be moderate, with no excessive wetting or drying of soils around the perimeter of the structures allowed. Trees and bushes/shrubs planted near the perimeter of the structures can withdraw large amounts of water from the soils and should be planted at least their anticipated mature height away from the buildings. Where flatwork is placed against or near the structure, a positive seal must be installed and adequately maintained to reduce water intrusion. Down spouts and gutters should be used to collect and Camp Bowie West Supportive Housing ECS Project No. 63:1705 distribute water away from the structure. September 1, 2022 Page 8 Routine maintenance is required to ensure that the recommendations contained in this report are followed and maintained. Greater potential movements could occur with extreme wetting or drying of the soils due to poor drainage, ponding of water, plumbing leaks, lack of irrigation, and/or lack of routine maintenance, etc. 4.3 SEISMIC DESIGN CONSIDERATIONS Seismic Site Classification: The International Building Code (IBC) requires site classification for seismic design based on the upper 100 feet of a soil profile. The methods are utilized in classifying sites, namely the shear wave velocity (vs) method; the undrained shear strength (su) method; and the Standard Penetration Resistance (N-value) method. The undrained shear strength (su) method was used in classifying this site. Seismic Site Classification SEISMIC SITE CLASSIFICATION Site Soil Profile Name Shear Wave Velocity, N value (bpf) S. (psf) Class Vs, (ft./s) A Hard Rock Vs > 5,000 fps N/A N/A B Rock 2,500 < Vs <_ 5,000 fps N/A N/A C Very dense soil and soft rock 1,200 < Vs 5 2,500 fps >50 sU> 2,000 D Stiff Soil Profile 600 <_ Vs <_ 1,200 fps 15 to 60 1,000 <_ su <_ 2000 E Soft Soil Profile Vs < 600 fps <15 su < 1000 Based upon our interpretation of the subsurface conditions, the appropriate Seismic Site Classification is "C" as shown in the preceding table. Ground Motion Parameters: In addition to the seismic site classification, ECS has determined the design spectral response acceleration parameters following the IBC methodology. The Mapped Reponses were estimated from the USGS website https://earthquake.usgs.Rov/ws/designmaps/. The design responses for the short (0.2 sec, SDs) and 1-second period (SA are noted in bold at the far right end of the following table. Ground Motion Parameters GROUND MOTION PARAMETERS [IBC 2015 Method] Mapped Spectral Values of Site Maximum Spectral Design Spectral Period Response Coefficient Response Acceleration Response (sec) Accelerations Adjusted for Site Class Acceleration (g) for Site Class (g) (g) Figures 1613.3.1 Tables 1613.3.3 Eqs. 16-37 & Eqs. 16-39 & Reference (1) & (2) (1) & (2) 16-38 16-40 SDs=22 /3 0.2 Ss 0.09 Fa 1.3 Sms=F,,S, 0.117 0.078 S ,= SDi=2/3 1.0 S1 0.05 Fv 1.5 Sml=F Sl 0.075 0.05 Camp Bowie West Supportive Housing September 1, 2022 ECS Project No. 63:1705 Page 9 The Site Class definition should not be confused with the Seismic Design Category designation which the Structural Engineer typically assesses. If a higher site classification is beneficial to the project, we can provide additional testing methods that may yield more favorable results. 4.4 PAVEMENT SECTIONS The proposed paved areas should be proof rolled with heavy compaction equipment to attempt to locate any soft or yielding soils so they can be removed and replaced with properly placed and compacted soils. The new fill may consist of on -site soils or similar. These materials should be compacted to at least 95% of the Maximum Dry Density at or above optimum as obtained using the Standard Proctor Method (ASTM D-698). Care should be taken to verify and preserve the specified moisture levels in the reworked clays prior to placement of the pavements. Both asphalt pavement and portland cement concrete pavement can be considered for this site. Lime stabilization is recommended beneath asphaltic concrete pavements. Portland cement concrete pavement may be placed on lime stabilized subgrade or compacted subgrade without lime stabilization. For lime stabilization, a preliminary application rate of 7% lime by dry weight of clay can be used. The actual amount of lime required should be confirmed by additional laboratory tests (lime series) during the construction phase. The lime stabilization should conform TxDOT Item 260. The stabilized soil should be compacted to at least 95% of the Maximum Dry Density at workable moisture contents of about 3 percentage points above the optimum moisture content as obtained using the Standard Proctor Method (ASTM D-698). Stabilization should extend at least 1 foot beyond the pavement edges. Typical pavement sections are provided below. The Standard Duty and Medium Duty asphalt pavements with lime stabilization are adequate for design life of 50,000 and 100,000 ESAL, respectively. The Standard Duty and Medium Duty concrete pavements without lime stabilization are adequate for design life of 50,000 and 125,000 ESAL, respectively. If lime stabilization is performed beneath concrete pavements, the Standard Duty and Medium Duty concrete pavements are adequate for design life of 80,000 and 200,000 ESAL, respectively. In some cases, jurisdictional standards for pavement section construction may exceed those provided below. In that case, the pavement sections should follow the jurisdictional standards. Pavement Sections Material Asphaltic Concrete Pavement Portland Cement Concrete (PCQ Pavement Description Standard Duty Medium Duty Standard Duty Medium Duty Dumpster Area Asphalt Surface 2 inches 2 inches -- Course Asphalt Binder Course' 3 inches 4 inches -- -- Portland Cement -- 5 inches 6 inches 7 inches Concrete Camp Bowie West Supportive Housing September 1, 2022 ECS Project No. 63:1705 Page 10 Asphaltic Concrete Pavement Portland Cement Concrete (PCC) Pavement Material Description Standard Duty Medium Duty Standard Duty Medium Duty Dumpster Area 6 inches 6 inches 6 inches 6 inches 6 inches compacted soil compacted soil compacted soil Subgrade2 lime stabilized lime Stabilized or or or soil soil lime stabilized lime stabilized lime stabilized soil soil soil Notes: 1. Flexible base material maybe substituted for the asphalt binder using a substitute ratio of three inches of flexible base for each inch of asphalt binder. 2. Flexible base materials may be substituted with the lime stabilization at an equivalent thickness substitution An important consideration with the design and construction of pavements is surface and subsurface drainage. Where standing water develops, either on the pavement surface or within the base course layer, softening of the subgrade and other problems related to the deterioration of the pavement can be expected. Furthermore, good drainage should reduce the possibility of the subgrade materials becoming saturated during the normal service period of the pavement. Pavement should be specified, constructed, and tested to meet the following requirements: 1. Reinforcing steel may consist of #3 reinforcing steel bars placed at 18 inches on center each way. 2. Portland Cement Concrete: Minimum compressive strength of 3,600 lbs. per sq inch at 28 days. Concrete should be designed with 3 to 6 percent entrained air. 3. Hot Mix Asphaltic Concrete: Item 340 of the TOOT Standard Specifications, Type A or B Base Course (binder), Type D Surface Course. The coarse aggregate in the surface course should be crushed limestone rather than gravel. 4. Flexible Base Material: Item 247 of the TxDOT Standard Specifications, Type D, Grade 1 or 2. The material should be compacted to a minimum 95 percent of standard Proctor maximum dry density (ASTM D 698) and within three percentage points of the material's optimum moisture content. Proper joint placement and design is critical to pavement performance. Load transfer at all joints and maintenance of watertight joints should be accomplished by the use of proper joint seals and dowels. Control joints in new pavement should be sawed as soon as practical and preferably within 5 to 12 hours after placing concrete in order to control the location of cracks which form as the concrete cures. Longitudinal and transverse control joints should be sawed at a maximum of 15- foot spacing. Joints should be properly cleaned and sealed as soon as possible to avoid infiltration of water, small gravel, etc. Camp Bowie West Supportive Housing ECS Project No. 63:1705 4.5 DETENTION POND September 1, 2022 Page 11 For any underground detention facility, at minimum, a non -woven geotextile should be placed as a "separation" layer between any soil and granular drainage material. This will likely include placement over the subgrade soils, excavation sidewalls and any fill material above the facility. The geotextile selected should meet the requirements of AASHTO M288 Class 2 for a separation fabric or as recommended by the designer. The contractor should provide ECS the anticipated separation geotextile for review and approval. The embankment section, including the backfill of the conduits through the natural soils, should be constructed as a homogenous section. Circular discharge conduits from the pond should be underlain by a concrete cradle on the upstream 1/3 and a drainage blanket installed on the downstream 2/3 of the embankment. Both features extending up to the spring line of the pipe. For box structures, the concrete cradle is not required, but drainage should be considered. The fills placed within the pond limits should be placed in lifts not exceeding 8 inches in loose thickness, moisture conditioned on the wet side of the optimum moisture content (+2% or higher) and compacted to at least 95% of the Maximum Dry Density obtained in accordance with ASTM Specification D-698, Standard Proctor Method. Any fills placed within the embankment sections should be benched into natural soils in order to reduce weak planes and seepage zones between the new fill and natural soils. All subgrade soils (walkways, fill subgrades, etc.) should be scarified, re -worked, moisture conditioned and compacted to these requirements as well. In order to facilitate the establishment of grass on the embankment side slopes, it is considered acceptable to place up to a 12-inch-thick layer of topsoil on the faces of the embankment slopes. The topsoil material should be placed in maximum 6-inch loose lifts and should be compacted or tracked in with at least four passes of a tracked dozer. The final slope configuration of the embankments should be constructed at gradients of 3H:1V, or flatter to provide adequate factors of safety with respect to stability. The suggested maximum slopes are based on past experience with similar pond slopes and embankment construction within similar geologic settings. 4.6 SITE RETAINING WALLS Site retaining walls may be required. Cast -in -place concrete cantilever walls can be used for site retaining walls. Recommendations are provided below. 4.6.1 Design Parameters for Bearing and Sliding The design parameters for bearing and sliding calculations are provided below. Bearing and Sliding Design Parameters Parameter Bearing stratum 1 Recommendation On site properly placed and compacted fill Net allowable end bearing capacity 1 2,000 psf Camp Bowie West Supportive Housing ECS Project No. 63:1705 Parameter Minimum embedment Minimum dimension Passive pressure (triangular distribution)',' Notes: Coefficient of sliding' September 1, 2022 Page 12 Recommendation 2 feet below lowest adjacent final grade 18 inches 250 psf/ ft 0.36 1. Retaining walls should be placed on a slope no steeper than 3H:1V and no higher than 5 feet, as defined from the exterior lower footing edge, down to the limit of the slope upon which the retaining wall is built. 2. The net allowable bearing pressure is the pressure in excess of the surrounding overburden pressure at the footing base elevation. 3. The side of the excavation for footings must be nearly vertical and concrete should be placed against these vertical faces. The upper 1-foot of the passive earth pressure should be neglected. In addition, the passive pressure should be ignored if the material in front of the wall will be excavated at any time in the future. 4. A factor of safety of 1.5 is recommended against sliding. 4.6.2 Lateral Earth Pressure The lateral pressure acting on the walls will depend on the backfill material type, the amount of wall movement and drainage conditions behind the walls. Recommended lateral design parameters are provided below. The values in the table that follows under "Active Conditions" pertain to retaining walls free to tilt outward as a result of lateral earth pressures. For rigid, non -yielding walls (such as below grade walls) which are not allowed to rotate, the values under "At -Rest Conditions" should be used. Lateral Earth Pressure Design Values Active Condition At Rest Condition Backfill Type Total Unit (Level Backfill ) Weight Earth Pressure Equivalent Fluid Earth Pressure Equivalent Fluid (Pcf) Coefficient, ka Pressure Coefficient, ko Pressure (psf/ ft) (psf/ft) On Site fill Soil/ Imported Soil 125 0.49 61 0.66 83 Select Fill 125 0.36 45 0.53 67 Granular Fill 120 0.28 34 0.44 35 The lateral pressure design values presented above are for a drained condition behind the wall. Drainage should be provided behind the walls as discussed in Section 4.6.3 Wall Drainage. Properties of backfill materials are provided in Section 5.3 Material Specifications. The Select fill or granular backfill limits should extend outward at least 1 foot from the base of the heel and then upward on a 1H:1V slope. For narrower backfill widths of select or granular fill, the equivalent fluid pressures for on -site soils should be used. Camp Bowie West Supportive Housing September 1, 2022 ECS Project No. 63:1705 Page 13 The values presented above assume the surface of the backfill materials to be level. Sloping the surface of the backfill materials will increase the earth pressures acting on the retaining wall and can be evaluated if required. The above values also do not include the effect of surcharge loads such as construction equipment, vehicular loads, or future buildings or paving near the walls. Surcharge loads should be considered if they apply at the surface above the wall within an angle of 45' extending up from the base of the wall. 4.6.3 Wall Drainage The lateral pressure design values presented above assume a drained condition behind the wall. Hydrostatic pressures resulting from groundwater seepage entering and ponding within the backfill materials should be considered in the design if proper drainage is not provided. For walls with a height of 4 feet or less, weep holes can be used for drainage. For walls with a height greater than 4 feet, a vertical wall drain consisting of a composite geosynthetic drainage medium is recommended if select fill or on -site soil is chosen as backfill. The vertical drain should be located immediately behind the wall system and extend from the level of longitudinal drains, upward to not higher than 2 feet below the top of the wall. The vertical drains should transport water to the longitudinal drains and then to a storm water line. Composite geosynthetic drainage systems are typically proprietary systems. They are available in different sizes and with different flow rates. The manufacturer should be consulted for installation and spacing guidelines. If free -draining granular backfill is used, a vertical wall drain would not be necessary. The granular backfill should transport water to longitudinal drains and then to a storm water line. However, in this case, we recommend that a 2-foot thickness of well -compacted, impervious clay cover be placed over the backfill surface to reduce infiltration in areas that are not covered by pavement. A geotextile filter fabric should be placed between the aggregate backfill and the clay cover materials and between the aggregate backfill and the backslope of the native material to minimize infiltration of fines into the backfill. 4.6.4 Backfill Settlement Backfill placed behind the walls should be compacted. Special care must be exercised to "tie in" the backfill with adjacent undisturbed, firm, natural soils by providing deep benches into the firm natural soil during placement of each fill lift. All loose materials and "slope wash" that may accumulate in the wall excavation during construction should be completely removed prior to placement of the backfill materials. Some post -construction settlement of the backfill surface should be anticipated. This is typically on the order of one percent of the backfill height, even if satisfactory compaction of the backfill materials is achieved. This will lead to potential differential settlement. Therefore, it is recommended that special consideration be given to the design of any foundation elements, floor slabs, and pavements that may extend over this backfill as a result of the potential for differential settlements introduced by this condition. Camp Bowie West Supportive Housing September 1, 2022 ECS Project No. 63:1705 Page 14 5.0 SITE CONSTRUCTION RECOMMENDATIONS 5.1 SUBGRADE PREPARATION In a dry and undisturbed state, the soil at the site will provide good subgrade support for fill placement and construction operations. However, the soils at the site contain fines which are considered moderately erodible, moisture and disturbance sensitive when wet and degrade quickly with disturbance from contractor operations. Therefore, good site drainage should be maintained during earthwork operations in order to keep the surface water away from the project area during the construction phase. We recommend that an attempt be made to enhance the natural drainage without interrupting its pattern. The erosion and sedimentation shall be controlled in accordance with sound engineering practice and current jurisdictional requirements. 5.1.1 Stripping and Grubbing The subgrade preparation should consist of stripping vegetation, rootmat, topsoil, existing pavements, and soft or yielding materials from the 5-foot expanded pavement limits. In grassy areas of the site may have about 6 inches of topsoil. Deeper topsoil or organic laden soils may be present in flower beds and other landscaping areas. The root balls in large trees may extend deep and will require additional localized stripping depth to completely remove the organics. ECS should be retained to verify that topsoil and yielding surficial materials have been removed prior to the placement of new fill or construction of pavements. 5.1.2 Proofrolling Prior to fill placement or other construction on subgrades, the subgrades should be evaluated by an ECS field technician. The exposed subgrade should be proofrolled with construction equipment having a minimum axle load of 10 tons [e.g., fully loaded tandem -axle dump truck]. Proofrolling should be traversed in two perpendicular directions with overlapping passes of the vehicle under the observation of an ECS technician. This procedure is intended to assist in identifying any localized yielding materials. Where proofrolling identifies areas that are yielding or "pumping" subgrade those areas should be repaired prior to the placement of subsequent fill or other construction materials. Methods of stabilization include undercutting, moisture conditioning, or chemical stabilization. The situation should be discussed with ECS to determine the appropriate procedure. Test pits may be excavated to explore the shallow subsurface materials to help in identifying the cause of the observed yielding materials, and to assist in the evaluation of appropriate actions to prepare the subgrade. 5.2 EARTHWORK OPERATIONS Prior to placement of any new general fill, all subgrades should be scarified to a depth of 6 inches, compacted to at least 95% of Maximum Dry Density as obtained by the Standard Proctor Method (ASTM D-698) and moisture conditioned above the optimum value. Fills should be benched into the existing soils. Camp Bowie West Supportive Housing September 1, 2022 ECS Project No. 63:1705 Page 15 Onsite soils can be used as fill materials. Imported soil used for general fill should not have a Plasticity Index (PI) of greater than the material encountered onsite. General fill material, outside of the building subgrade improvements, should be placed at or above optimum moisture content and compacted to at least 95% of the Maximum Dry Density as obtained by the Standard Proctor Method (ASTM D-698). Fill soils should be placed in 8-inch loose lifts for mass grading operations and 4-inch lifts for trench type excavations where walk behind or 'jumping jack" compaction equipment is used. Upon completion of the filling operations, care should be taken to maintain the soil moisture content prior to construction of floor slabs and pavements. Soil moisture levels can be preserved by various methods that can include covering with plastic, watering, etc. If the soil becomes desiccated, the affected material should be removed and replaced, or these materials should be scarified, moisture conditioned and recompacted. Utility cuts should not be left open for extended periods of time and should be properly backfilled. Backfilling should be accomplished with properly compacted on -site soils, rather than granular materials. The clay plug detail provided in Appendix D is an acceptable method for the utility trench cut-off. Field density and moisture tests should be performed on each lift as necessary to verify that adequate compaction is achieved. As a guide, one test per 2,500 square feet per lift is recommended in the building and paving areas (two tests minimum per lift). Utility trench backfill should be tested at a rate of one test per lift per each 150 linear feet of trench (two tests minimum per lift). Certain jurisdictional requirements may require testing in addition to that noted previously. Therefore, these specifications should be reviewed and the more stringent specifications should be followed. 5.3 MATERIAL SPECIFICATIONS Material specifications recommended for this project are provided below. 5.3.1 Moisture Conditioning Clay Fill Moisture conditioning may be performed within the building and flatwork areas sensitive to movements. Moisture conditioning of the existing clays, and all new clayey fill is performed to increase the moisture of the clays to a level that reduces their ability to absorb additional water that could result in post -construction heave in these soils. The moisture conditioning should consist of undercutting the existing soils to the depths recommended in Section 4.1 Foundations - Monolithic Slab -on -Grade, scarifying the exposed subgrade, and reworking of excavated soils, as required to achieve the required subgrade improvement. During this process, the clay should receive adequate amounts of water to ensure uniform moisture content of at least 4 percentages or higher above the optimum moisture content. During the addition of water, the soils should be adequately mixed, and re -mixed, to ensure a relatively uniform distribution of the moisture throughout the soil mass. Once appropriately mixed, the material should be compacted to at least 93% of the Maximum Dry Density as obtained using the Standard Proctor Method (ASTM D-698). Camp Bowie West Supportive Housing September 1, 2022 ECS Project No. 63:1705 Page 16 Outside of the moisture conditioned zone and where clay is used to establish site grades, we recommend that the clay material be placed and compacted to at least 95% of the Maximum Dry Density at or above the optimum moisture content as obtained using the Standard Proctor Method (ASTM D-698). These soils should be free of deleterious materials and be reworked to ensure a uniform distribution of water in order to achieve a uniform moisture content above the optimum moisture content. Care should be taken to verify and preserve the specified moisture levels in the reworked clays prior to placement of floor slabs and pavements. 5.3.2 Select Fill For the purposes of this report, Select Fill may consist of imported material that is free of debris and organic matter and have a Plasticity Index (PI) of 5 to 15, and contain 40 to 70 percent passing the No. 200 sieve. This material should be placed and compacted at workable moisture contents above the optimum moisture content and compacted to at least 95% of the Maximum Dry Density as obtain using the Standard Proctor Method (ASTM D-698). 5.3.3 Flexible Base Flexible base should meet the requirements of TxDOT Item 247, Type D, Grade 1 or 2. Recycled concrete meeting the gradation requirements of flexible base is also acceptable for use. The flexible base and recycled concrete should be compacted to 95% of maximum dry density at or above the optimum moisture content as obtained using the Standard Proctor Method (ASTM D-698). 5.3.4 Granular Fill Granular backfill should meet the requirements of ASTM C33 Size #56, #57 or #467 Stone. The fine materials in the granular fill should be non -plastic. The granular fill should be compacted to 95% of maximum dry density at or above the optimum moisture content as obtained using the Standard Proctor Method (ASTM D-698). 5.4 FOUNDATION AND SLAB OBSERVATIONS Protection of Foundation Excavations: Exposure to the environment may weaken the soils in foundations if the foundation excavations remain open for too long a time. Therefore, foundation concrete should be placed immediately after the excavation has been completed, cleaned, and observed. If the bearing soils are softened by surface water intrusion or exposure, the softened soils must be removed from the foundation excavation immediately prior to placement of concrete. 5.5 UTILITY INSTALLATIONS Utility Subgrades: The soils encountered in our exploration are expected to be generally acceptable for support of utility pipes. The pipe Subgrades should be observed and probed for stability by ECS. Any loose or yielding materials encountered should be removed and replaced with acceptable material. Camp Bowie West Supportive Housing September 1, 2022 ECS Project No. 63:1705 Page 17 Utility Backfilling: The granular bedding material (often AASHTO #57 stone) should be at least 4 inches thick, but not less than that specified by the civil engineer's project drawings and specifications. We recommend that the bedding materials be placed up to the springline of the pipe. Fill placed for support of the utilities, as well as backfill over the utilities, should satisfy the project requirements. Excavation Safety: All excavations and slopes should be constructed and maintained in accordance with OSHA excavation safety standards. The contractor is solely responsible for designing, constructing, and maintaining stable temporary excavations and slopes. The contractor's responsible person, as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and federal safety regulations. ECS is providing this information solely as a service to our client. ECS is not assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. Camp Bowie West Supportive Housing September 1, 2022 ECS Project No. 63:1705 Page 18 6.0 CLOSING ECS has prepared this report of findings, evaluations, and recommendations to guide geotechnical- related design and construction aspects of the project. The description of the proposed project is based on information provided to ECS by the client. If any of this information is inaccurate, either due to our interpretation of the documents provided or site or design changes that may occur later, ECS should be contacted immediately in order that we can review the report in light of the changes and provide additional or alternate recommendations as may be required to reflect the proposed construction. We recommend that ECS be allowed to review the project's plans and specifications pertaining to our work so that we may ascertain consistency of those plans/specifications with the intent of the geotechnical report. Field observations, monitoring, and quality assurance testing during earthwork and foundation installation are an extension of and integral to the geotechnical design recommendation. We recommend that the owner retain these quality assurance services and that ECS be allowed to continue our involvement throughout these critical phases of construction to provide general consultation as issues arise. ECS is not responsible for the conclusions, opinions, or recommendations of others based on the data in this report. The analysis and recommendations submitted in this report are based upon the data obtained from the soil borings and tests performed at the locations as indicated on the Boring Location Diagram and other information referenced in this report. This report does not reflect any variations, which may occur between the borings. In the performance of the subsurface exploration, specific information is obtained at specific locations at specific times. However, it is a well-known fact that variations in subsurface conditions exist on most sites between boring locations and also such situations as groundwater levels vary from time to time. The nature and extent of variations may not become evident until the course of construction. If variations then appear evident, after performing on -site observations during the construction period and noting characteristics and variations, a reevaluation of the recommendations for this report will be necessary. APPENDIX A — Figures Site Location Diagram Boring Location Diagram Generalized Subsurface Section Line A -A' Regional Geology Wi11 L r . �M Gar ntributlrsi' A W E � i ■ Npo 71 IT I 16VALEll - 1 1' 6 �MaYH •w Ri !� � M. T H 3 '� '� ' = =- 0 400 - 80 SITE LOCATION DIAGRAM ERNJINEER CAMP BOWIE WEST SUPPORTIVE HOUSING SCALE AS NOTED PROJECT NO. 63-1705 FIGURE 8843 CAMP BOWIE WEST BOULEVARD, FORT WORTH, TEXAS 1 OF 1 L2L DEVELOPMENT 09/01/2022 'tJvice Layer Credits: Esri, HERE, Garmin, (c) OpenStreetMap c R l e ir Legend Approximate Building Boring Locations - SEWWv,", AXE A ® o0 Approximate Detention Area Boring Locations - ,w�..,..�,,,.�.,; 50 BORING LOCATION DIAGRAM CAMP EEBOWIE WEST SUPPORTIVE HOUSING 8843 CAMP BOWIE WEST BOULEVARD, FORT WORTH, TEXAS L2L DEVELOPMENT 100 — 71 Feet SCALE AS NOTED PROJECT NO. 63:1705 FIGURE 1 OF 1 DATE 09/01 /2022 743 — 742 — 741 — 740 — 739 — 738 — 737 736 735 734 733 — 732 — 731 730 — 729 — 728 — 727 — 726 — 725 — 724 723 Legend 722 721 — Key 720 ® CH 719 — CL 718 717 — ®Weathered 716 Limestone 715 - Limestone 714 — 713 711.00 712 — Notes: 1- EOB END OF BORING AR AUGER REFUSAL SR SAMPLER REFUSAL. 2-THE NUMBER BELOW THE STRIPS IS THE DISTANCE ALONG THE BASELINE 3-SEE INDIVIDUAL BORING LOGAND GEOTECHNICAL INFORMATION 4- STANDARD PENETRATION TEST RESISTANCE (LEFT OF BORING) IN BLOWS PER FOOT (ASTM D1586). -- m------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 743 x 742 O x -------------------------------------------------------------------------------------------------------------------------------------------------------------- 739 --------------------------------------------------------------------------------------------------------------------------------------------------------------- 738 ------------------------------------------------------------------------------------------------------------------------------------------------------------ — 737 -----------------------------------------------CH------------------------------------------------------------------------------------------------------------— 736 -------------------------------------------------------------------------------------------------------------------------------------------------------------- 735 .---$H------------------------------------------------------------------------------------------------------------------------------------------------------— 734 O O ----------------------------------------------------------------------------------------------------m'---------------------------------------------------------— 733 ----------------------------------------------------------------------------------------------- 732 ------------------------------------------------------------------------------------------------------------------------------------------------------ 731 ------------------------------------------------------------------------------------------------------------------------------------------------------ 730 --------------------------------------------------------------------------------------------------CH------------------------------------------------ 729 ------------------------------------------------------------------------------------------------------------------------------------------------------ 728 --------------------------------------------------------------- --------------------------------------------------------------------------------------- 727 Weathered Limestone Limestone----------------------------------------------------------------------------------------------------------------------------------------- — 726 ------------------------------------------------------------------------------------------------------------------------------------------------------ 725 ------------------------------------------------------------------------------------------------------------------------------------------------------ 724 CL ------------------------------------------------------------------------------------------------------------------------------------------------------ 723 ------------------------------------------ ----------------------------------------------------- -------------------------------------------------- ----------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------- 719 --------------------------------------------------------------------------------------------------------------------------------------------------------------------- 718 --------------------------------------------------------------------------------------------------------------- ------------------------------------------------------ Weathered Limestone ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- 716 ------------------------------------------------------------------------------------------------------------------------------------------------------------------- — 715 --------------------------------------------------------------------------------------------------------------------------------------------------------------------- 714 -------------------------------------------------------------------------------------------------------------------------------------------------------------------- 713 _______________________________________________________________________________________________________________�_ ----------------------------------------------------- EOB@20712 PI Xtic Limit Wate ntent Liquid Lim it I WL (First Encountered) [FINES CONTENT %] 1 WL (Completion) BOTTOM OF CASING Cl WL (Estimated Seasonal High Water) loaz Loss of CIRCULATION Q WL (Stabilized) - Fill GENERALIZED SUBSURFACE SOIL PROFILE Section line A -A' - Possible Fill Camp Bowie West Supportive Housing Probable Fill 1-21- Development - Rock 8843 Camp Bowie West Boulevard, Fort Worth, Texas 76116 Protect No: 63:1705 Date: 09/01/2022 Qal Kkl Qal Kgl Kgl. 1 km // .: , Kki Kg a L�' Qt r Scale: 1: 36,112 Lat: 32.7162 Lon:-97.4150 �rrr rrrrfrr✓rrrrrrrrfv i. REGIONAL GEOLOGY CAMP BOWIE WEST SUPPORTIVE HOUSING Ef j GOODLAND LIMESTONE (Kgl) 8843 CAMP BOWIE WEST BOULEVARD, FORT WORTH, TEXAS L2L DEVELOPEMENT K gl u Qal ENGINEER RJ SCALE AS NOTED PROJECT NO. 63:1705 SHEET 1 OF 1 DATE 09/01 /2022 Kdr.. APPENDIX B — Field Operations Reference Notes for Boring Logs Subsurface Exploration Procedure Boring Logs B-01 to B-05 and D-01 REFERENCE NOTES FOR BORING LOGS MATERIAL' 2 DRILLING SAMPLING SYMBOLS & ABBREVIATIONS SS Split Spoon Sampler PM Pressuremeter Test ASPHALT ST Shelby Tube Sampler RD Rock Bit Drilling WS Wash Sample RC Rock Core, NX, BX, AX CONCRETE BS Bulk Sample of Cuttings REC Rock Sample Recovery % PA Power Auger (no sample) RQD Rock Quality Designation % GRAVEL HSA Hollow Stem Auger TOPSOIL PARTICLE SIZE IDENTIFICATION DESIGNATION PARTICLE SIZES VOID Boulders 12 inches (300 mm) or larger BRICK Cobbles 3 inches to 12 inches (75 mm to 300 mm) 0 0 ❑ do AGGREGATE BASE COURSE Gravel: Coarse Fine 3/4 inch to 3 inches (19 mm to 75 mm) 4.75 mm to 19 mm (No. 4 sieve to 3/4 inch) � GW WELL -GRADED GRAVEL Sand: Coarse Medium 2.00 mm to 4.75 mm (No. 10 to No. 4 sieve) 0.425 to 2.00 40 to No. 10 } gravel -sand mixtures, little or no fines Fine mm mm (No. sieve) a 0.074 mm to 0.425 mm (No. 200 to No. 40 sieve) �� � GP POORLY -GRADED GRAVEL Fines" Silt & Clay ("Fines") <0.074 mm (smaller than a No. 200 sieve) � o gravel -sand mixtures, little or no fines GM SILTY GRAVEL gravel -sand -silt mixtures COHESIVE SILTS & CLAYS COARSE FINE GC CLAYEY GRAVEL UNCONFINED RELATIVE GRAINED GRAINED gravel -sand -clay mixtures COMPRESSIVE SPT5 CONSISTENCY' AMOUNT mll mll 6 �6 • SW WELL -GRADED SAND STRENGTH, QP4 (BPF) (COHESIVE) Trace <5 <5 • gravelly sand, little or no fines <0.25 <2 Very Soft SP POORLY -GRADED SAND 0.25 - <0.50 2-4 Soft With 10 - 20 10 - 25 gravelly sand, little or no fines 0.50 - <1.00 5-8 Firm Adjective 25 - 45 30 - 45 SM SILTY SAND 1.00 - <2.00 9 - 15 Stiff (ex: "Silty') sand -silt mixtures 2.00 <4.00 16 - 30 Very Stiff SC CLAYEY SAND 4.00 - 8.00 31 - 50 Hard sand -clay mixtures >8.00 >50 Very Hard s WATER LEVELS ML SILT non -plastic to medium plasticity GRAVELS, SANDS &NQN-COHESIVE SILTS WL (First Encountered) MH ELASTIC SILT high plasticity SPT5 DENSITY . WL (Completion) CL LEAN CLAY <5 Very Loose low to medium plasticity 5-10 Loose WL (Seasonal High Water) CH FAT CLAY 11 - 30 Medium Dense high plasticity 31 - 50 Dense WL (Stabilized) OL ORGANIC SILT or CLAY >50 Very Dense non -plastic to low plasticity OH ORGANIC SILT or CLAY FILL AND ROCK high plasticity PT PEAT � r � highly organic soils FILL POSSIBLE FILL PROBABLE FILL ROCK 'Classifications and symbols per ASTM D 2488-17 (Visual -Manual Procedure) unless noted otherwise. 2To be consistent with general practice, "POORLY GRADED" has been removed from GP, GP -GM, GP -GC, SP, SP-SM, SP-SC soil types on the boring logs. 3Non-ASTM designations are included in soil descriptions and symbols along with ASTM symbol [Ex: (SM-FILL)]. 4Typically estimated via pocket penetrometer or Torvane shear test and expressed in tons per square foot (tsf). "Standard Penetration Test (SPT) refers to the number of hammer blows (blow count) of a 140 lb. hammer falling 30 inches on a 2 inch OD split spoon sampler required to drive the sampler 12 inches (ASTM D 1586). "N-value" is another term for "blow count" and is expressed in blows per foot (bpf). SPT correlations per 7.4.2 Method B and need to be corrected if using an auto hammer. 'The water levels are those levels actually measured in the borehole at the times indicated by the symbol. The measurements are relatively reliable when augering, without adding fluids, in granular soils. In clay and cohesive silts, the determination of water levels may require several days for the water level to stabilize. In such cases, additional methods of measurement are generally employed. 'Minor deviation from ASTM D 2488-17 Note 14. $Percentages are estimated to the nearest 5% per ASTM D 2488-17. Reference Notes for Boring Logs (09-02-2021).doc © 2021 ECS Corporate Services, LLC. All Rights Reserved Camp Bowie West Supportive Housing September 01, 2022 ECS Project No. 63:1705 SUBSURFACE EXPLORATION PROCEDURE The field exploration was planned with the objective of characterizing the project site in general geotechnical and geological terms and to evaluate subsequent field and laboratory data to assist in the determination of geotechnical recommendations. The subsurface conditions were explored by six borings drilled to depths of about 20 feet below the existing site grades. A truck -mounted drill rig with continuous flight augers was utilized to drill the borings. The boring locations were determined by and identified in the field by ECS personnel using the supplied diagram. The approximate as -drilled boring locations are shown on the Boring Location Diagram in Appendix A. The ground surface elevations noted in this report were obtained from NCTCOG (www.dfwmaps.com), which provided elevation contours in 2-foot intervals. Representative soil samples were obtained by means of the split -barrel and Shelby tube sampling procedures in accordance with ASTM Specifications D-1586 and D-1587, respectively. In the split -barrel sampling procedure, a 2-inch O.D., and split -barrel sampler is driven into the soil a distance of 18 inches by means of a 140-pound hammer falling 30 inches. The number of blows required to drive the sampler through a 12-inch interval is termed the Standard Penetration Test (SPT) value and is indicated for each sample on the boring logs. In the Shelby tube sampling procedure, a thin walled, steel seamless tube with sharp cutting edges is pushed hydraulically into the soil, and a relatively undisturbed sample is obtained. Texas Cone Penetrometer tests were performed to evaluate the load carrying capacity of the tan and gray limestone encountered. These tests were performed in general accordance with test method Tex-132-E in the Texas Department of Transportation (TxDOT) Manual of Testing Procedures. The results of these tests are shown on the attached boring logs at the depths of occurrence. Field logs of the soils encountered in the borings were maintained by the drill crew. After recovery, each geotechnical soil sample was removed from the sampler and visually classified. Representative portions of each soil sample were then wrapped in plastic and transported to our laboratory for further visual examination and laboratory testing. After completion of the drilling operations, the boreholes were backfilled with auger cuttings to the existing ground surface. CLIENT: 11.21. Development PROJECT NO.: 63:1705 BORING NO.: B-01 SHEET: 1 of 1 PROJECT NAME: DRILLER/CONTRACTOR: C Camp Bowie West Supportive Housing Total Depth SITE LOCATION: 8843 Camp Bowie West Boulevard, Fort Worth, Texas 76116 LOSS OF CIRCULATION 1001 NORTHING: EASTING: STATION: SURFACE ELEVATION: BOTTOM OF CASING ' 14905739.4 2439703.9 742.0 or Plastic Limit Water Content Liquid Limit co d z Z LL X L w Z J ® STANDARD PENETRATION BLOWS/FT = z w [L J CL W Q DESCRIPTION OF MATERIAL W Q V Q ROCK QUALITY DESIGNATION & RECOVERY w U O N K Q w CO Z - RQD REC Q Q W O CALIBRATED PENETROMETER TON/SF B TEXAS CONE PENETRATION BLOWS/FT (CH) FAT CLAY WITH SAND, dark brown, — S-1 ST 24 24 brown, hard, calcareous deposits — 04.50 — S-2 ST 24 24 \ — 04.50 (CH) FAT CLAY, brown, light brown, stiff to 5— S-3 ST 24 24 hard, with limestone deposits \ 737— 04.50 — S-4 ST 24 24 — 04.50 S-5 SS 18 18 — 15-8-5 (14) (&d 10 732 — LIMESTONE, gray 15 — 727 — � 0.75" 0.75 _ 20 722 _WOO/ END OF BORING AT 20 FT 0.75" 25— 717- 00 THE STRATIFICATION LINES REPRESENTTHE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) Dry BORING STARTED: Aug 02 2022 CAVE IN DEPTH: 1 WL (Completion) I Dry BORING Aug 02 2022 COMPLETED: HAMMER TYPE: SE WL (Seasonal High Water) (EQUIPMENT: LOGGED BY: T WL (Stabilized) Truck MA23 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG CLIENT: PROJECT NO.: BORING NO.: SHEET: 11.21. Development 63:1705 B-02 1 of 1 C PROJECT NAME: DRILLER/CONTRACTOR: Camp Bowie West Supportive Housing Total Depth SITE LOCATION: LOSS OF CIRCULATION IBB2 8843 Camp Bowie West Boulevard, Fort Worth, Texas 76116 NORTHING: EASTING: STATION: SURFACE ELEVATION: ' BOTTOM OF CASING 14905715.9 2439886.6 742.0 or Plastic Limit Water Content Liquid Limit co d z Z LL X w Z = z L DESCRIPTION OF MATERIAL J V ® STANDARD PENETRATION BLOWS/FT w [L J CL W Q W Q Q ROCK QUALITY DESIGNATION & RECOVERY w U Q w CO Z - RQD REC O Q N Q K W Q CALIBRATED PENETROMETER TON/SF n V) B TEXAS CONE PENETRATION BLOWS/FT S-1 ST 12 12 (CL) LEAN CLAY, dark brown, brown, \\\\ 04.50 hard, with limestone fragments / 14-15-12 _ S-2 SS 18 18 (CH) FAT CLAY, brown, light brown, light \ _ (27) gray, very stiff to hard, with limestone — so/z^ o/2 deposits (50/2°) F 737 — a-9-50/5" S-4 SS 17 17 _ (59/11) aq/11. LIMESTONE, weathered, tan, with clay seams — 10 — 732 — 2.25 � z.zs° 15 — 727 — 1 1.001, _ _ 100/ 20 END OF BORING AT 20 FT 722 0.75" 25— 717- 00 THE STRATIFICATION LINES REPRESENTTHE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) Dry BORING STARTED: Aug 02 2022 CAVE IN DEPTH: I 1 WL (Completion) Dry BORING Aug 02 2022 HAMMER TYPE: SE WL (Seasonal High Water) COMPLETED: (EQUIPMENT: LOGGED BY: T WL (Stabilized) Truck MA23 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG CLIENT: PROJECT NO.: BORING NO.: SHEET: 11.21. Development 63:1705 B-03 1 of 1 PROJECT NAME: DRILLER/CONTRACTOR: Eco Camp Bowie West Supportive Housing Total Depth C� SITE LOCATION: LOSS OF CIRCULATION IBB2 8843 Camp Bowie West Boulevard, Fort Worth, Texas 76116 NORTHING: EASTING: STATION: SURFACE ELEVATION: ' BOTTOM OF CASING 14905517.7 2439700.3 736.0 Plastic Limit Water Content Liquid Limit m z Z LL X w Z = z L DESCRIPTION OF MATERIAL J V ® STANDARD PENETRATION BLOWS/FT w [L J a- W Q W Q Q ROCK QUALITY DESIGNATION & RECOVERY w U Q w CO Z - RQD REC O Q N Q K W O CALIBRATED PENETROMETER TON/SF B TEXAS CONE PENETRATION BLOWS/FT (CL) LEAN CLAY WITH SAND, brown, — S-1 ST 24 24 hard, calcareous deposits and limestone — 04.50 nodules — S-2 ST 24 24 — 04.50 5— S-3 ST 24 24 \ 731 — 04.50 (CH) FAT CLAY, brown, light brown, very S-4 ST 24 24 stiff — S-5 SS 18 18 — 21-12-15 &2 (27) 10 726 — LIMESTONE, gray 15— 721 — 1.00 � � .00° _ _ 100/ 20 END OF BORING AT 20 FT 716 0.75" 25— 711- 00 THE STRATIFICATION LINES REPRESENTTHE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) Dry BORING STARTED: Aug 02 2022 CAVE IN DEPTH: I 1 WL (Completion) Dry BORING Aug 02 2022 HAMMER TYPE: SE WL (Seasonal High Water) COMPLETED: EQUIPMENT: LOGGED BY: �Z WL (Stabilized) Truck MA23 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG CLIENT: PROJECT NO.: BORING NO.: SHEET: 11.21. Development 63:1705 B-04 1 of 1 C PROJECT NAME: DRILLER/CONTRACTOR: Camp Bowie West Supportive Housing Total Depth SITE LOCATION: LOSS OF CIRCULATION IBB2 8843 Camp Bowie West Boulevard, Fort Worth, Texas 76116 NORTHING: EASTING: STATION: SURFACE ELEVATION: ' BOTTOM OF CASING 14905614.8 2439796.4 740.0 or Plastic Limit Water Content Liquid Limit co d z Z LL X w Z = z L DESCRIPTION OF MATERIAL J V ® STANDARD PENETRATION BLOWS/FT w [L J CL W Q W Q Q ROCK QUALITY DESIGNATION & RECOVERY w U Q w CO Z - RQD REC O Q N Q K W Q CALIBRATED PENETROMETER TON/SF n V) R TEXAS CONE PENETRATION BLOWS/FT S-1 ST 12 12 (CH) FAT CLAY, dark brown, brown, hard, \\\ 04.50 with limestone fragments / 21-6-8 _ S-2 SS 18 18 (CH) FAT CLAY, brown, light brown, stiff to \ _ (14) ° hard, with limestone deposits _ 15-16-16 S-3 SS 18 18 _ (32) 2 F 735 — LIMESTONE, weathered, tan, with clay seams — 10 — 730 — 4.75 � 4.75" 15 — 725 — 1001 2.50" _ 100/ 20_ END OF BORING AT 20 FT 720 .001, 25— 715- 00 THE STRATIFICATION LINES REPRESENTTHE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) Dry BORING STARTED: Aug 02 2022 CAVE IN DEPTH: I 1 WL (Completion) Dry BORING Aug 02 2022 HAMMER TYPE: SE WL (Seasonal High Water) COMPLETED: (EQUIPMENT: LOGGED BY: T WL (Stabilized) Truck MA23 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG CLIENT: 11.21. Development PROJECT NAME: Camp Bowie West Supportive Housing SITE LOCATION: 8843 Camp Bowie West Boulevard, Fort Worth, Texas 76116 NORTHING: EASTING: 14905448.0 2439888.9 co d Z Z Z — W STATION: = z W DESCRIPTION OF MATERIAL J c�c J O W cd G ddc O C N G K Nv) PROJECT NO.: BORING NO. 63:1705 B-05 DRILLER/CONTRACTOR: Total Depth (CH) FAT CLAY, dark brown, brown, hard, — S-1 ST 24 24 calcareous deposits and limestone VN nodules S-2 ST 24 24 5 — S-3 ST 24 24 (CL) LEAN CLAY WITH SAND, brown, light S-4 ST 24 24 brown, hard, calcareous deposits and limestone nodules — S-5 ST 24 24 10 \ LIMESTONE, weathered, tan, with clay seams 15- 20 END OF BORING AT 20 FT 25 — 00 SURFACE ELEVATION: 732.0 v? H W w Z J N O � % J W CO Z 5 w 727 — 722 717— 712— 707 — SHEET: lofl Ec�, I LOSS OF CIRCULATION 1001 BOTTOM OF CASING ' Plastic Limit Water Content Liquid Limit X n, ® STANDARD PENETRATION BLOWS/FT ROCK QUALITY DESIGNATION & RECOVERY RQD REC O CALIBRATED PENETROMETER TON/SF B TEXAS CONE PENETRATION BLOWS/FT 04.50 04.50 04.50 04.50 04.50 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOILTYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) Dry BORING STARTED: Aug 02 2022 CAVE IN DEPTH: I 1 WL (Completion) Dry BORING Aug 02 2022 HAMMER TYPE: SE WL (Seasonal High Water) COMPLETED: (EQUIPMENT: LOGGED BY: T WL (Stabilized) Truck MA23 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG 1 1.7575" 100/ 0.75" CLIENT: PROJECT NO.: BORING NO.: 11.21. Development 63:1705 D-01 PROJECT NAME: DRILLER/CONTRACTOR: Camp Bowie West Supportive Housing Total Depth SITE LOCATION: 8843 Camp Bowie West Boulevard, Fort Worth, Texas 76116 NORTHING: EASTING: STATION: SURFACE ELEVATION: 14905436.5 2439761.8 730.0 co Z Z J LL W W Z \ F w DESCRIPTION OF MATERIAL > w a a OU Q W m Z N v) (CH) FAT CLAY, dark brown, brown, hard, \\ _ — S-1 ST 24 24 calcareous deposits and limestone — nodules \ _ — S-2 ST 24 24 (CH) SANDY FAT CLAY, brown, light \ _ brown, hard, with calcareous deposits and limestone nodules 5— S-3 ST 24 24 725— S-4 ST 24 24 — LIMESTONE, weathered, tan, with clay 10— seams 720— LIMESTONE, gray - 15— 715- 20 END OF BORING AT 20 FT 710- 25 — 705 — 00 SHEET: loft Eco LOSS OF CIRCULATION IBB2 BOTTOM OF CASING ' Plastic Limit Water Content Liquid Limit X � � ® STANDARD PENETRATION BLOWS/FT ROCK QUALITY DESIGNATION & RECOVERY RQD REC O CALIBRATED PENETROMETER TON/SF B TEXAS CONE PENETRATION BLOWS/FT 04.50 04.50 04.50 04.50 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BEG RADUAL SZ WL (First Encountered) Dry BORING STARTED: Aug 02 2022 CAVE IN DEPTH: I 1 WL (Completion) Dry BORING Aug 02 2022 HAMMER TYPE: SE WL (Seasonal High Water) COMPLETED: EQUIPMENT: LOGGED BY: �Z WL (Stabilized) Truck MA23 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG �r 100/ 3.00" 100/ 1.50" I4 100/ 0.75" APPENDIX C — Laboratory Testing Laboratory Testing Summary ECS Southwest, LLP Ecs Fort Worth, Texas Labortory Testing Summary Project Number: 63:1705 Project Name: Camp Bowie West Supportive Housing Date: 08/23/2022 Project Engineer: MA23 Principal Engineer: RJ Atterberg Limits3 One -Dimensional Swel16 Unconfined Boring Sample Depth MCi Soil Percent Dry Unit Compressive Number Number (feet) feet ( /o) 2 Type Passing No. a 5 Weight Final Surcharge Swell 7 Strength LL PL PI 200 Sieve (pcf) Moisture (psf) N (tsf) N B 1 I S-2 2'- 4' 11.8 CH 56 17 38 68.6 101.3 25.6 625 11.4 S-4 6'- 8' 8.9 CH 65 21 44 52.4 97.5 28.2 875 8.9 B-2 S-1 0' - 1' 3.6 CL 39 19 20 51.5 S-2 2'- 4' 6.8 CL 47 17 30 66.9 B-3 S-3 4'- 6' 12.2 95.4 23.8 625 5.5 S-4 6'- 8' 17.2 CH 50 19 31 91.2 B-4 S-1 0' - 1' 3.7 CH 52 25 27 54.6 S-1 0' - 2' 17.0 B-5 S-3 4'- 6' 17.4 CH 62 22 40 88.3 S-5 8' - 10, 11.1 CL 45 14 31 80.5 118.4 14.8 1125 2.1 D-1 S-2 2'- 4' 10.3 S-4 6'- 8' 13.5 CH 53 19 34 56.4 Notes: 1. ASTM D 2216, 2. ASTM D 2487, 3. ASTM D 4318, 4. ASTM D 7260, 5. ASTM D 1140, 6. ASTM D 4546, 7. ASTM D 2166 Definitions: MC: Moisture Content, Soil Type: USCS (Unified Soil Classification System), LL: Liquid Limit, PL: Plastic Limit, PI: Plasticity Index, NP: Non Plastic APPENDIX D — Supplemental Report Documents Clay Plug at Utility Trench TYPICAL DETAIL DIAGRAM REFER TO MEP AND/OR CIVIL DRAWINGS FOR TYPICAL BEDDING MATERIALS AT EXTERIOR FACE OF BUILDING. REPLACE BEDDING MATERIALS WITH SITE CLAY SOIL. EXTEND CLAY 2 FEET FROM BUILDING. PLACE IN 8" MAX. LOOSE LIFTS. I COMPACT TO 92% OF STANDARD PROCTOR (ASTM D-698), ABOVE OPTIMUM MOISTURE CONTENT. EL:lr=LLL-Ii i�il I l i� ECCLAY PLUG AT SUTILITY TRENCH -v ENGINEER SCALE NTS DRAFTSMAN PROJECT NO. CLL REVISIONS SHEET 1 OF 1 DATE 11/7/08 GR-01 60 00 Product Requirements THIS PAGE IS INTENTIONALLY LEFT BLANK CITY OF FORT WORTH Public Water, Drainage, Paving, and Street Light Improvements to Serve Bonds Ranch t STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104234 Revised March 20, 2020 FORTWORTH. 41,41 CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: April 09, 2021 The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Department's Standard Products List. Table of Content (Click on items to go directly to the page) Items A. Water & Sewer Page 1. Manholes & Bases/Components.......................................................... 1 2. Manholes & Bases/Fiberglass.............................................................. 2 3. Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4. Manholes & Bases/Frames & Covers/Round....................................... 4 5. Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight.. 5 6. Manholes & Bases/Precast Concrete .................................................... 6 7. Manholes & Bases/Rehab Systems/Cementitious................................ 7 8. Manholes & Bases/Rehab Systems/NonCementitious .......................... 8 9. Manhole Insert (Field Operations Use Only) ....................................... 9 10. Pipe Casing Spacer.............................................................................. 10 11. Pipes/Ductile Iron............................................................................... 11 12. Utility Line Marker............................................................................. 12 B. Sewer 13. Coatings/Epoxy................................................................................... 13 14. Coatings/Polyurethane........................................................................ 14 15. Combination Air Valves...................................................................... 15 16. Pipes/Concrete.................................................................................... 16 17. Pipe Enlargement System (Method) .................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ........................................................ 18 19. Pipes/HDPE........................................................................................ 19 20. Pipes/PVC (Pressure Sewer)............................................................... 20 21. Pipes/PVC*......................................................................................... 21 22. Pipes/Rehab/CIPP............................................................................... 22 23. Pipes/Rehab/Fold & Form................................................................... 23 24. Pipes/Open Profile Large Diameter ..................................................... 24 C. Water 25. Appurtenances.................................................................................... 25 26. Bolts, Nuts, and Gaskets...................................................................... 26 27. Combination Air Release Valve.......................................................... 27 28. Dry Barrel Fire Hydrants..................................................................... 28 29. Meters................................................................................................. 29 30. Pipes/PVC (Pressure Water)................................................................ 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ...................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement.................................................................... 34 35. Sampling Stations............................................................................... 35 36. Automatic Flusher...............................................................................36 FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval IModel INational Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) ` 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM D2240/D412/1)792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MIR. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1126199 33 05 13 HOPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System er - Manholes & Bases/Fiberelass 33-39-13 (1/8/13 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowti[e ASTM 3153 Non -traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area 1 j Water & Sewer - Manholes & Bases/Frames & Covers/Rectammlar 33-05-13 (Rev 2/3/16) 1 * 33 05 13 (Manholc Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WE) Water & Sewer - Manholes & Bases/Frames & Covers/Standard Boundl 33-05-13 (Rev 2/3/16) 3305 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 1 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 1 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia. 1 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 1 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia. 1 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 1 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 1 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 1 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 1 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 1 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. 1 01/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASFITO M306-04 30" Dia. 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH165IFWN & MH16502 30" Dia 1 07/19/1 t 3305 13 30" Dia. MH Ring and Cover Star Pipe Products NIH32FTWSS-DC 30" Dia 1 08/10/11 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 30" ERGO XL Assembly 10/14/13 3305 13 30" Dia. MH Ring and Cover, (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSEITO MI 05 & ASTM A536 30" Dia 06/01/17 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. CAP-ONE-30-FTW, Composite, w/ Lack .111111 33 OS 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hmg 30" Dia. 10/07/21 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water &der - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/1� 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. * 3305 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. �Wr - Manholes & Bases/Precast Concrete l2ev 33 39 10 Manhole, Precast Concrete 1/8/13 Hydro Conduit Corp SPL Item 449 ASTM C 478 41" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. hic. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 10/27/06 33 39 10 Manhole, Precast Concrete Oldeastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring 1 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Conaete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 1 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 3920 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas ASTM C-478; ASTM C-923; 03/07/23 33 3920 Manhole, Precast Concrete AmeriTex Pi a and Products, LLC 48" & 10" I.D. Manhole w/32" Cone ASTM C-443 03/07/23 33 3920 IManhole, Precast (Reinforced Pol er) Concrete P3 Polymers, RockHards 48" & 60" I.D. Manhole w/32" Cone 04/28/07 IManholc, Precast (Reinforced Polymcr) Concrete Amitech USA Meyer Polycrete Pipe Eater & Sewer - Manholes & Bases/Rehab Svstems/Cementitlous EI-14 Manhole Rehab Systems Quadex 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc. Relmer MSP E1-14 Manhole Rehab Systems AP/M Permaform 4120101 E I-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 EI-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Mise. Use * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approv pec No./ IManufacturer Model1. National Spec Water &Sewer - an o es Bases/Rehab Svstems/NonCementitiousI mmmmw`Moir 05/ 00/96 E1-14 Manhole Rehab Systems Sprayroa, Spray Wall Polyurethane Coating ASTM D639/D790 I 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) Structures Only I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications » v�33 nu�pP�ooung i�P�ayolloull- x `Structures 03/19/18 I 39 20� Coating for Corrosion orotection(Exterim) Sherwin Williams Grade (Asohatic Emulsion) Only I 33 05 13 Manhole Insert ME Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. I * 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. I I * 3305 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. I I 09/23/96 3305 13 Manhole Insert Scuthwestcon Packing & Seals, Inc. Lifesaver - Stainless Steel For 24" dia. I I 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia I I 711111.72 ara e�Sewer - Pine Casim SDacers 33-05-24 (07/01/13) I Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI IO2/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI I04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers I09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" I09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" I 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainleas Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 PEW I Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/13) i I * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 3" thrn 24" OS/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" thrn 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 4" thin 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AW WA C150, C151 I Water & Sewer - Utility Line Marker (08/24/2018) I I ewer - Coatinss/EDD -39-60 (01/08/13) I INEK 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 21 ORS LA County 9210-1.33 I 12/14/01 Epmv Lmmg System Ertech Technical Coatings Ertcch 2030 and 2100 Series I I 04/14/05 Interim Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only I I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, Sl, S2 Acid Resistance Test Sewer Applications I I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications I I INNE Sewer - Coatings/Polvurethane I I Sewer - Combination Air Valves I I 05/25/18 I 33-31-70 Air Release Valve A.R.I. USA, Inc. D121LTP02(Compwite Body) 2" I I Sewer - Pines/Concrete I * EI-04 C. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 I E I-04 Conc. Pipe, Reinforced Hydro Condun Corporation Class III T&G, SPL Item #77 ASTM C 76 I I E I-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL item 495 hirsaliele, 998 Pipe ASTM C 76 I IE I-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 I I Sewer - Pine Enlargment Svstem (Method)33-31-23 (01/18/13). I Svstem PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously �Plm McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously I TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously I I Sewer - PiDe/Fibere as_ss Reinforced/ 33-31-13(1/8/13) I Hobas Pipe USA, Inc. Holies Pipe (Non -Pressure) ASTM D3262/D3754 I 7/21 /97 33 31 13 Cent. Cast Fiberglass (FRP) I 03/22/10 333 13 Fiberglass It,. (FRP) Ameroa Bondstmod RPMP Pipe AST- D3262-3154 I 04/09/21 33 31 13 Glass -Fiber Reinforced Polviner Pipe FRP Thompson Pie Group Thompson Pipe Flowtite ASTM D32621D3754 03/07/23 3331 13 lFiber.lass Pine (FRP) Future Pine Industries Fiberstron¢ FRP ASTM D3212. ASTM D3681. ASTM D4161. AW WA M45 Sewer - PiDe/Polvmer Pine 4/14/OS Polvmer Modified Concrete Pioe Amrtech USA Meyer Polycrete Pioe ASTM C33, A276, F477 8" tp 1112", Class V I06/09/10 El-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pioe ASTM C-76 I I I /HDPE 33-31-23(1/8/13) * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larder than 1S inch diameter shall be approved for use by the Water Department on a proiect specific basis. Special bedding maybe required for some I ' hdsity polyethylene pipe Phillips Driswpipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8" I * gh-density polyethylene pipe �'Ih�gh_d_maitv PI- Inc. ASTM D 1248 8" * gh-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8" polyethylene pipe CSR Hydro CondmUPioelme Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-1� DR -Id PVC Pressure Pipe Prpelife Jetstream PVC PressurePipe AWWA C900 4"[tiro 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thru 12" 33-31-20 PVC Sewer Poe 12/23/97* 33-31-20 PVC Sewer Pipe * 33-31-20 PVC Sewer Pipe 01/18/18 33-31-20 PVC Sewer Pipe 11/11/98 33-31-20 PVC Sewer Pipe * 33-31-20 PVC Sewer Pipe 09/11/12 33-31-20 PVC Sewer 05/06/05 33-31-20 , PVC Sohd Wall Pipe 04/27/06 33-31-20 PVC Sewer Fittings * 33-31-20 PVC Sewer Fittings 1 3/19/2018 33 3120 PVC Sewer Pipe 1 3/19/2018 33 3120 PVC Sewer Pre 1 3/29/2019 33 3120 Gasketed Fittings (PVC) 1 10/21/2020 33 3120 PVC Sewer Pipe 1 10/22/2020 33 3120 PVC Sewer Pipe 1 10/21/2020 33 3120 PVC Sewer Pipe P 33-31-12 1 * Cured in Place Pipe 05/03/99 Cured in Place Ape 05/29/96 Cured in Place Pipe Sewer - Pipes/Rehab/Fold & Form Fold and Form Pi 11/03/98 Fold and Form Pipe Fold and Form Pipe 12/04/00 Fold and Form Pipe 06/09/03 Fold and Form Pipe 1-M Manufacturing Co., Inc. (JM Eagle) Diamond Plastics Corporation Lamson Vylon Pipe Vinyltech PVC Pipe Diamond Plastics Corporation J-M Manufacturing Co, Inc. (JM Eagle) P,qq life Jet Stream Diamond Plastics Corporation Harco Plastic Trends, Inc.(Westlak ) Pipelife Jet Stream Pipelife Jet Stream GPK Products, Inc. NAPCO(Westlake) Sanderson Pipe Corp. NAPCO(Westlake) Insimfrrm Texark, Inc National Envirotech Group Remolds Inc/Inliner Technolgy (Inliner USA) Cullum Pipe Systems, Inc. Insimfirm Technologies, Inc. American Pipe & Plastics, Inc. Ultralmer Miller Pipeline Corp. Sewer - PiDes/ODen Prot -de Laree Diameter i 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vvlon Pipe 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extmsim Technologies, Inc. E100-2 PVC Sewer Pipe, Ribbed Up -or ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) 05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products SDR-26 SDR-26 Gravity Sewer "S" Gravity Sewer Pipe SDR 26/35 PS 115/46 SDR-26 and SDR-35 SDR 26/35 PS 115/46 SDR-26 and SDR-35 Gasket Fittings Gasketed PVC Sewer Main Finings SDR 35 SDR 26 SDR 26 SDR 26 SDR 26 SDR 26/35 PS 115/46 National Liner, (SPL) Item #27 Inliner Technology Insim "NuPIpe" Ultralmer PVC Alloy Pipelmer EX Method Carlon Vylon H.C. Closed Profile Pipe, Ultra -Rib Open Profile Sewer Pipe SaniTite HP Double Wall (Corrugated) SamTne HP Triple Wall Pipe Durmaxx ASTM D 3034 ASTM D 3034 ASTM F 789 ASTM D3034 ASTM F 679 ASTM F 679 ASTM F-679 ASTM F-679 ASTM D-3034, D-1784, etc ASTM D 3034 ASTM F679 ASTM D3034 ASTM D3034/F-679 ASTM D3034 ASTM D3034 ASTM F-679 ASTM F 1216 ASTM F-1216/D-5813 ASTM F 1216 ASTM F-1504 ASTM F-1504, 1871, 1867 ASTM F-1504, F-1947 ASTM F 679 ASTM F 679 ASTM F 2736 ASTM F 2764 ASTM F 2562 4" - 15" 4" thru 15" 4" thru 15" 4" thru 15" 18" to 27" 18" - 28" 18" 18" to 48" 4" - 11" 18"- 24" 4"- 15" 4"- 15" 4" - 15" 4"- 15" 18"- 36" Demo. Purpose Only Up to 18" diameter 18" to 48" 18" to 48" 24"-30" 30" to 60" 24" to 72" * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval Spec I on 1W Manufacturer Model1. National Spec Water - Aoour�enancesgig -10 (07/Ol/13) Ol/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2"SVC, no 124"Pipe 08/28/02 Double Strap Saddle Smith Blair 4317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double StrapService Saddle Mueller Company U-S Double SS Strap DI Saddle AWWA C800 1"-2" SVC, u to 24" Pi e 03/07/23 33-12-10 Double StrapService Saddle Powerseal 3450AS, Inc. Corp. Stop, ON Strap, Stainless NSF ANSI 372 1"-2" SVC, u to 24 Pi e 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 610UM, 6100TM and 6101M 1 h" and 2" FB600-7NL, FB1600-7-NL, FV23-777-W-NL, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. L22-77NL AWWA C800 2" FB600-6-NL, FB1600-6-NL, FV23-666-W- 1111018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, L22-66NL AWWA C800 1-1/2" FB600-4-NL, FB1600-4-NL, B11-444-WR- 1111018 33-12-1. Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, B22444-WR-NL, L28-44NL AWWA C800 I " 13-25000N, B-24277N-3, B-20200N-3, H- AWWA C800, ANSF 61, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSI/NSF 372 _ B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSF 61, 1111.1. 33-12-1. Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 V, 01/26/00 Coated Tapping Saddle with Double SS Straps 1CM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) 1CM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) 1CM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-1" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics lnc. DFW37C-12-lEPAFFTW Plastic Meter Box w/Composite Lid DFW Plastics lnc. DFW39C-12-lEPAFFTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-lEPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 r Water - Combination Air Release 33-31-70 (01/08/13) 1 E I -I I Au Release Valve GA Industries, Inc. Empve Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" &W21' * EI-11 [oribriation ombmation Ar Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2" EI-11 ombination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3" Water Barrel Fire Hvdrants 10/Ol/87 E-1-12 Dry Barrel Fire Hydrant American -Darting Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 0.1.7 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 t0/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurion AW WA C-502 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EI (East Jordan Iron Works) WaterMaster 5CD250 I 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval IModel INational Water -Pines/PVC(Pressure Waterl33-31-70(01/08/13) -W MEL M` —AL I 01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 ASTM D1784 V-12" I I 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" I I 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" I I 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" I 5/25/2018 3311 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" AWWA C900-16 UL 1285 12/6/2018 3311 12 PVC Pressure Pipe J-M Manufacnrring Co., Inc d/b/a JM Eagle DR 14 ANSI/NSF 61 4"-28" FM 1612 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 ° 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"-12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" I Water - Pines/Valves & Fittin¢s/Ductile Iron Fittines 33--11 (01/08/13) I 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Finings AW WA C153 & C110 I EI-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittiq @ AWWA C 110 I * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilmes Division Mechanical Joint Finings, SSB lass 350 AWWA C 153, C 110, C 111 I 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Finings, SSB Class 351 AWWA C 153, C 110, C 112 I 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AW WA C153 4"-12" I 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AW WA C111/C153 4" to 36" I 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/C153 4" to 24" I 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" I I 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C116/C153 4" to 42" I I 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, hic. Megalug Series 2000 (for PVC Pipe) AWWA C111/C116/C153 4" to 24" I I 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AW WA C111/C153 4" to 10" I I 03/06/19 33-11-11 Mechanical Joint Retainer GlandaFVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA C111/C153 4" to 12" I I 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA C111/C153 12" to 24" I I 08/10/98 E1-07 MJ Fiffir IP) Sigma, Co. Sigma One-Lok SLDE AW WA C153 4" - 24" I I 10/12/10 E1-24 Interim Restrained Joint Svatem S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" I I 08/16/06 E1-07 Mechanical Joint Fittings SIP Ind-nies(Serampore) Mechanical Joint Fittings AW WA C153 4" to 24" I I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AW WA CI I I I I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stmgrip Series 3000 ASTM A536 AW WA CI I I I EZ Grip Joint Restraint (EZD) Black For DIP 03/19/18 33-11-I1 Mechanical Joint Retainer Glands SIP Industries(Seramnore) ASTM A536 AW WA CI I I 3"-48" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) DRl4 PVC Ape ASTM A536 AW WA CI I I 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Sersmpore) �` vuP, V11i. nn, oa„ �,.t.�`VJ nGLL �V1 �J°✓ ASTM A536 AW WA CI11 16"-24" I Water - Pioes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15). I Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" I 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" I I 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AW WA C515 20" and 24" I I 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" I I 10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" I I 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" I I 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seeded GV AWWA C509 4" to 12" I I01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller I I * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" I I E1-26 Resilient Seated Gate Valve M&H 4" - 12" I I * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" I I 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" I I 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller I 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AW WA C515 30" and 36" I 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AW WA C515 42" and 48" I 01/28/88 EI-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" I 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AW WA C515 16" I 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AW WA C515 24" and smaller I 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 Resilient We Crate Valve Clow Valve Co. Clow Valve Model 2638 AW WA C515 24" to 48" (Nora 3) 05/08/91 E1-26 Resilient Seat Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" I E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Mcoesw1250, regwremerts SPL #74 3" to 16" 11/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) EJ Fluo Master Gat. Valve & Boxes 08/24/18 I Mateo Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" I * From Original Standard Products List FORT WORTH® Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 1S inch diameter shall be approved for use by the Water basis. for some Updated: 03/07/2023 I * E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AW WA C-504 24" I * E1-30 Rubber Seated ButterFly Valve Mueller Co. AW WA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve De ik Valves Co. AW WA C-504 24" and larger 06/12/03 E1-30 Valmatm American Butterfly Valve Valmanc Valve and Manufacturing Cert. Valmatic American Butterfly Valve. AW WA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated ButterFly Valve M&H Valve M&H Style 4500 & 1450 AW WA C-504 24" to 48" 03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AW WA C504 Butterfly Valve AW WA C-504 30"-54" Water�ne Encasement 33-11-10 (01/08/13) 05/12/OS EI-13 Polyethylene Encasment Flessol Packaging Fulton Enterprises AW WA C105 8 mil LLD 05/12/05 EI-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AW WA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD Water - Samnlint= Station 03/07/23 33 12 50 Water Sam lin Station I Eclipse Number 88 , 12-inch Depth of Bur As shown in spec. 33 12 50 00,1,-k Water - Automatic Flusher Automated Flushing System Mueller Hydrogaud HG2-A-IN-2-PVC-018-LPLG(Permanent) 04/09/21 Automated Flushing System Kupf le Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupf le Foundry Company Eclipse 99700 (Portable) * From Original Standard Products List FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 02/13/2023 Approval Spec No. Concrete Classification Manufacturer Model No. National Spec 9/9/2022 03 30 00 Mix Design American Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps 9/9/2022 03 30 00 Mix Design American Concrete Company 01JAF382 1000 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design American Concrete Company 40CNF065 4000 psi Concrete for Manholes & Utility Structures 9/9/2022 03 30 00 Mix Design American Concrete Company 45CAF076 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000001737 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos DIOOO0001791 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D 1000000 1793 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000001103 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000002107 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos DIOOO0001273 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D10000001617 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Argos DIOOO0008381 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Argos D10000009857 50 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Argos DIOOO0001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter 9/9/2022 03 30 00 Mix Design Argos D1000001043S 3000 psi Concrete for Sidewalks, Curbs 9/9/2022 03 30 00 Mix Design Argos DIOOOOO1565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Mix Design Argos D1000001615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 9/9/2022 03 30 00 Mix Design Argos DIOOO0001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 9/9/2022 03 30 00 Mix Design Argos DI0000001083S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 9/9/2022 03 30 00 Mix Design Argos D 1000000 1083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 9/9/2022 03 30 00 Mix Design Argos D 1000000 1685 4000 psi Concrete for Valve Pads 9/9/2022 03 30 00 Mix Design Argos DIOOO0005751 750 Psi Concrete Base for Trench Repair 9/9/2022 03 30 00 Mix Design Argos D10000001681 4000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 9/9/2022 03 30 00 Mix Design Big D Concrete 7SKGRT 3000 psi Concrete for Grouting 9/9/2022 03 30 00 Mix Design Big D Concrete 14500AE 4500 psi Concrete for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Big Town Concrete 452065-1 4500 psi hand placed paving 9/9/2022 03 30 00 Mix Design Big Town Concrete 450065-1 4500 psi hand placed paving 9/9/2022 03 30 00 Mix Design Bumco Texas 45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures 9/9/2022 03 30 00 Mix Design Branco Texas 40U553BG 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Bumco Texas 55UI20AG 4000 psi Concrete Mix for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Buraco Texas 30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Bianco Texas 30U1O1AG 3000 psi Concrete Mix for Flatwork 9/9/2022 03 30 00 Mix Design Buraco Texas 30U500BG 3000 psi Concrete Mix for Blocking, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Branco Texas 40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls 9/9/2022 03 30 00 Mix Design Buraco Texas 36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Burnco Texas 08Y450BA 800 psi Concrete Mix for Base for Trench Repair 9/9/2022 03 30 00 Mix Design Buraco Texas OIY690BF 100 psi Concrete Mix for Flowable Fill 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC602021 4500 psi concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC552091 3600 psi for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC602091 3600 psi for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC359101 Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Carder Concrete FWFF237501 Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches, Lighting & Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 9/9/2022 03 30 00 Mix Design Charley's Concrete 4142 3600 psi Concrete for Curb Inlets, Junction Boxes 9/9/2022 03 30 00 Mix Design Charley's Concrete 4518 4000 psi Concrete for Headwalls, Wingwalls 9/9/2022 03 30 00 Mix Design Charley's Concrete 5167 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Charley's Concrete 4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes 9/9/2022 03 30 00 Mix Design Charley's Concrete 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 9/9/2022 03 30 00 Mix Design Charley's Concrete 4502 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Charley's Concrete 3759 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Charley's Concrete 1502 150 psi Concrete for Flowable Fill-CLSM 9/9/2022 03 30 00 Mix Design Charley's Concrete 1518 150 Psi Concrete for Flowable Fill-CLSM 9/9/2022 03 30 00 Mix Design Charley's Concrete 5642 4000 psi Concrete for Storm Drain Structures 9/9/2022 03 30 00 Mix Design Charley's Concrete 6595 5000 psi Concrete Mix for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Charley's Concrete 6589 4500 psi Concrete Mix for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Chisholm Trail Redi Mix C13020AE 3000 psi Concrete for Driveways, Curb & Gutter 9/9/2022 03 30 00 Mix Design City Concrete Company 11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 02/13/2023 Approval Spec No. Classification Manufacturer model No. National Spec Concrete (Continued) 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA2511 3000 psi Concrete for Rip -Rap 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads 9/9/2022 03 30 00 Mix Design City Concrete Company 45NG25II 3600 psi Concrete Mix for Drilled Shafts 9/9/2022 03 30 00 Mix Design City Concrete Company 50QG25II 3600 psi Slurry Displaced Drilled Shaft 9/9/2022 03 30 00 Mix Design City Concrete Company 45NA20H 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36JAOO1J 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 40LA2011 4000 psi Concrete Mix for Storm Drain Structures 11/16/2022 03 30 00 Mix Design City Concrete Company CLNG25II 3600 psi concrete for Drilled Shaft 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 9 70 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9-5-2 70 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 230-8 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 330-58 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TXDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls, Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-1 3600 psi Concrete Mix for Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls, Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls, Lighting & Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 264-N 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 366 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370ANC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 375-NC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix for Manholes and Drainage Structures 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 257 3600 psi Concrete mix for Valley Gutters 11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 34 13 13 Mix Design Cow Town Redi Mix 260-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 35 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 357 3600 psi Concrete Mix for Valley Gutters 1/18/2023 03 30 00 Mix Design Cow Town Redi Mix 380-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCHVS 4000 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4500 4500 psi Concrete Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-IOMQS50N 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1551 3000 psi Concrete Mix for Blocking 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5177 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving Concrete(Continued) FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 02/13/2023 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1261 3000 psi Concrete Mix for Sidewalks 9/9/2022 4 30 00 Mix Design Holcim - SOR, Inc. 2125 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5507 4500 psi Concrete Mix for Hand Placed Paving 12/15/2022 3 30 00 Mix Design Holcim - SOR, Inc. 3741 100 psi concrete for flowable fill/CSLM 9/9/2022 04 30 00 Mix Design Holcim - SOR, Inc. 5017 200 psi Concrete for Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 9600 3600 psi Concrete for Drill Shafts 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving 12/5/2022 4 30 00 Mix Design Holcim - SOR, Inc. 1822 3600 psi Concrete for Drilled Shafts 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1859 4000 psi Concrete for Drilled Shafts 1/24/2023 03 30 00 Mix Design Liquid Stone *C451DHR-A 4500psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2131014 3000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta FLOW25A 50 psi Concrete for Flowable Fill/CLSM 9/9/2022 03 30 00 Mix Design Martin Marietta R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls 9/9/2022 03 30 00 Mix Design Martin Marietta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Martin Marietta R2146034 4,500 psi Concrete for Manholes, Inlets & Headwalls, Hand Placed Paving 9/9/2022 0334 13 Mix Design Martin Marietta R214123 4,000 psi Concrete for Inlets, Manholes, Headwalls 9/9/2022 03 30 00 Mix Design Martin Marietta R2141231 4,000 psi Concrete for Inlets, Sidewalks 9/9/2022 03 30 00 Mix Design Martin Marietta R2161070 6,000 (3,000 @ 24-hrs.) psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Martin Marietta D9492SFC 4,000 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146233 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146238 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Martin Marietta R2146336 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146235 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta Q214IN27 4,000 psi Concrete for Machine Placed paving 11/2/2022 32 13 13 Mix Design Martin Marietta Q214IK30 4,000 psi Concrete for Machine Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 33 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 34 13 13 Mix Design Martin Marietta R2146P36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 4,000 psi Concrete for Inlets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2141N24 4,000 psi Concrete for Sidewalks and Ramps 11/2/2022 32 13 13 Mix Design Martin Marietta R2141K24 4,000 psi Concrete for Sidewalks and Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta D9493SC 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2147241 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design NCS Redi Mix NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks 9/9/2022 03 30 00 Mix Design NCS Redi Mix NCS6020AHP 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix for Curb Inlets 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-NY 3000 psi Concrete Mix for Curb Inlets 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi Concrete for Hand Placed Paving 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps Concrete(Continued) 1/24/2023 103 30 00 1Mix Design Rapid Redi Mix RRM6020A 3600 psi Concrete for Lighting and Traffic Signal Foundations FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 02/13/2023 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi Concrete for Strom Drain Structures 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5320A 3000 psi Concrete for Blocking 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Rip Rap 9/9/2022 03 30 00 Mix Design Redi-Mix VOJ11524 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 0334 13 Mix Design Redi-Mix FOCIO021 215 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Redi-Mix 1OJ11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix 1OJ11504 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Redi-Mix 1OL11504 3,600 psi Concrete Mix for Sidewalks, Curb & Gutter 9/9/2022 03 30 00 Mix Design Redi-Mix 1OL11524 3600 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 9/9/2022 03 30 00 Mix Design Redi-Mix 1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 9/29/2022 03 30 00 Mix Design Redi-Mix IOL21524 4000 psi Concrete Mix for Manholes 9/9/2022 03 30 00 Mix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures 9/9/2022 03 30 00 Mix Design Redi-Mix 1OL115E4 3600 psi Concrete Mix for Bridge substructures 9/9/2022 03 30 00 Mix Design Redi-Mix DCC2G5E2 3600 psi Concrete Mix for Drilled Shafts 9/29/2022 03 30 00 Mix Design Redi-Mix DCU1G5E2 3600 psi Underwater Drilled Shafts 9/9/2022 03 30 00 Mix Design Redi-Mix 156115D4 4000 psi Bridge Slabs 9/9/2022 0334 13 Mix Design Redi-Mix F35238VN 100 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Redi-Mix FOD138VM 100 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Redi-Mix 1OJ11554 3000 psi Concrete Mix for Rip -Rap 9/9/2022 03 30 00 Mix Design Redi-Mix POG138K9 1000 psi Concrete Mix for Trench Repair Base Material 9/9/2022 03 30 00 Mix Design Redi-Mix IOKI1524 3600 psi Concrete Mix for Encasement 9/9/2022 03 30 00 Mix Design Redi-Mix ION11507 4500 psi (2600 psi @ 24 hrs.) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 1ON11504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 50K11524 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix I OM 115134 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Redi-Mix 1OM11524 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OM 11504 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 11/2/2022 03 30 00 Mix Design Redi-Mix 145P25P4 4500 psi Concrete for Storm Drain Structures 12/5/2022 03 30 00 Mix Design Redi-Mix 1OK115C4 3500 psi Concrete for Thrust Blocks, Valve Pads 12/5/2022 03 30 00 Mix Design Redi-Mix 156115C4 4000 psi Concrete for CIP Storm Drain Structures 12/5/2022 03 30 00 Mix Design Redi-Mix 1OL115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall 9/9/2022 0334 13 Mix Design SRM Concrete 30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter 9/9/2022 0334 13 Mix Design SRM Concrete 40050 4,000 psi Concrete for Headwalls, Retaining Wall 9/9/2022 03 30 00 Mix Design SRM Concrete 35023 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40068 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 45000 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving 10/10/2022 03 30 00 Mix Design SRM Concrete 35000 3600 psi Concrete for Sewer Manholes 10/10/2022 03 30 00 Mix Design SRM Concrete 35300 3600 psi Concrete for Swere Manholes 9/9/2022 03 30 00 Mix Design SRM Concrete 35022 3,600 psi Concrete for Junction Box 9/9/2022 03 30 00 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 2/10/2023 03 30 00 Mix Design SRM Concrete 50310 5,000 psi Concrete for HES Paving 1/13/2023 32 13 13 Mix Design SRM Concrete 45023 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020AEP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW60AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW7520AMR 4500 (3000 psi @ 3-days) psi Concrete HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6520AMR 4500 (3000 psi @ 3-days) psi HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5520AMP 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5320A 3000 psi Concrete Mix for Blocking 9/9/2022 0334 13 Mix Design Tarrant Concrete FWFF 150CLSM 50-150 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Tarrant Concrete FWFF275 50-150 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020A2 4000 psi Concrete Mix for Storm Drain Structures 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete CP5020A 3000 psi Concrete Mix for Curb and Gutter Concrete(Continued) 9/9/2022 103 30 00 1Mix Design Tarrant Concrete IFW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 02/13/2023 9/9/2022 03 30 00 Mix Design Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 270.230 5000 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 9/9/2022 03 30 00 Mix Design Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations Asphalt Pavin G 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5D137965 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Austin Asphalt DA513135965 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5B117965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FTIBI39965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B117.2 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1901D PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1112B PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1612B PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Sunmount Paving 341DV6422 PG64-22 Type D Fine Surface 11/26/2022 32 12 16 Mix Design Surmount Paving 340DV6422 PG64-22 Type D Fine Surface 12/5/2022 33 12 16 Mix Design Sunmount Paving 3076BV6422 PG62-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Surmount Paving 341-BRAP6422ERG PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 37-211305-20 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 211305 (1757) PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 222475 (1857) PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 29-222475-19 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 1-222475-20 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG70-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 12-222475-19 PG64-22 Type D Fine Surface Detectable Warninf Surface 9/9/2022 32 13 20 DWS - Pavers Pine Hall Brick (Winston Salem, NC) Tactile Pavers 9/9/2022 32 1320 DWS - Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers 9/9/2022 32 1320 DWS - Composite Engineered Plastics, Inc. Armor Tile (Williamsville, NY) 9/9/2022 32 1320 DWS - Composite ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver Silicone Joint Sealant 9/9/2022 132 1373 Joint Sealant Dow 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 132 1373 Joint Sealant Tremco 900SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 132 1373 Joint Sealant Pecom 300SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 132 1373 Joint Sealant Crafco RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 Utility Trench Embedment Sand 9/9/2022 3305 10 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33 FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 02/13/2023 Classification Manufacturer Model No. National Spec Frame, Cover and Grade Rings - Cast Iron** for Stormwater Structures 9/9/2022 33 05 13 Manhole Frames and Covers Neena Foundry 32" Diameter Lifttnate Water Manhole Gasketed Frame and Cover w/I.onghom Logo, Model No. NF-1743LT66 9/9/2022 3305 13 Manhole Frames and Covers Neena Foundry 32" Diameter Liftmate Sanitary Sewer Manhole Frame and Cover w/Longhorn Logo, Model No. NF-1743LT69 9/9/2022 33 05 13 Manhole Frames and Covers SIP Industries 32" Diameter Fort Worth Sanitary Sewer Manhole Frame and Cover, Item No. NF-2280 9/9/2022 3305 13 Manhole Frames and Covers EJCO Ergo XL Assembly 32" Diameter Sanitary Sewer Manhole Frame and Cover, Model No. 00148021LO10 9/9/2022 33 05 13 Manhole Frames and Covers Neena Foundry 32" Diameter Liftmate Storm Sewer Junction Box and Manhole Frame and Cover w/Longhom Logo, Model No. NF-1743LTXX 9/9/2022 3305 13 Manhole Frames and Covers Neena Foundry 24" Diameter Lif[mate Storm Sewer Inlet Manhole Frame and Cover w/Longhom Logo, Model No. NF-1650LT61 9/9/2022 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, Ltd.) 24" Diameter MHRC #220605 ** ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Cover Neena Foundry 32" Diameter NF-1274-T91 ASTM A48 AASHTO M306 9/9/2022 33 05 13 Manhole Frames and Covers Neena Foundry 32" Diameter NFA 743-LM (Hinged) ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Frame Neena Foundry 32.25" Diameter NF-1930-30 ASTM A48 AASHTO M306 9/9/2022 33 05 13 Manhole Frames and Covers Neena Foundry 32" Diameter NFA 743-HV ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Frames and Covers SIP Industries 24" Diameter 2279ST** ASTM A48 AASHTO M306 9/9/2022 33 05 13 Manhole Frames and Covers SIP Industries 32" Diameter 2280ST ASTM A48 AASHTO M306 9/9/2022 33 05 13 Manhole Frames and Covers EJCO 32.25" Diameter EJ1033 X2/A ASTM A48 AASHTO M306 —Note: All new development and new installation manhole lids sha �1 meet the minimum 30" opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for exisfing uranholes that require replacement frames and covers Reinforced Concrete Storm Drain Pipe/Culverts 9/9/2022 3341 10 Precast Box Culverts Forterm Precast Box Culverts 9/9/2022 3341 10 Concrete Pipe Wyes and Bends Forterra RCP Wye and Bends 9/9/2022 3349 10 Precast Box Culverts Rinker Materials Rinker Materials Reinforced Concrete Box Culvert ASTM C789, C850 ASTM C789, C850 9/9/2022 3349 10 Concrete Pipe Rinker Materials Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe ASTM C76, C655 ASTM C76, C655 9/9/2022 3341 10 Concrete Pipe Forterra Reinforced Concrete Pipe - Tongue and Groove +D48 PolYPxTylene Storm Drain Pipe 9/9/2022 �33 41 li Polypropylene Pipe Advanced Drainage Systems, Inc. HP Polypropylene Storm Drain Pipe Storm Drain Manholes and Junction Boxes 9/9/2022 3349 10 Stacked Manhole Oldcastle Precast 4' x 4' Stacked Manhole ASTM C478 9/9/2022 3349 10 Junction Box Oldcastle Precast 5' x 8' Storm Junction Box ASTM C478 9/9/2022 3349 10 Junction Box Oldcastle Precast 4' x 4' Storm Junction Box ASTM C478 9/9/2022 3349 10 Junction Box Oldcastle Precast 5' x 5' Storm Junction Box ASTM C478 9/9/2022 3349 10 Junction Box Oldcastle Precast 6' x 6' Storm Junction Box ASTM C478 9/9/2022 3349 10 Junction Box Oldcastle Precast 8' x 8' Storm Junction Box Base ASTM C478 9/9/2022 3349 10 Junction Box Oldcastle Precast Tx 8' Storm Junction Box Base ASTM C478 9/9/2022 3349 10 Junction Box Cowtown Redi Mix No. 260-2 6 Sack 3600 psi Concrete for Concrete Collars ACI 318-14 9/9/2022 3349 10 Manhole Rinker Materials Rinker Materials Reinforced 48" Diameter Spread Footing Manhole ASTM C433 9/9/2022 3349 10 Manhole Connector Trelleborg Engineered Systems Kor-N-Seal 106/406 Series Pipe to Manhole Connector ASTM C923 9/9/2022 3349 10 Junction Box Forterm 4'x 4' FRT-4x4-409-PRECAST-BASE ASTM C913 9/9/2022 3349 10 Junction Box Forterra 5' x 5' FRT-5x5-409-PRECAST-TOP ASTM C913 9/9/2022 3349 10 Junction Box Forterm Tx 5' FRT-5x5-409-PRECAST-BASE ASTM C913 9/9/2022 3349 10 Junction Box Forterra 6'x 6' FRT-6x6-409-PRECAST-TOP ASTM C913 9/9/2022 3349 10 Junction Box Forterm 6'x 6' FRT-6x6-409-PRECAST-BASE ASTM C913 9/9/2022 3349 10 Junction Box Thompson Pipe Group 4'x 4' TPG-4x4-409-PRECAST TOP ASTM C615 9/9/2022 3349 10 Junction Box Thompson Pipe Group 4'x 4' TPG-4x4-409-PRECAST BASE ASTM C615 9/9/2022 3349 10 Junction Box Thompson Pipe Group 4'x 4' TPG-4x4-412-PRECAST 4-FT RISER ASTM C615 9/9/2022 3349 10 Junction Box Thompson Pipe Group 5 'x 5' TPG-5x5-410-PRECAST TOP ASTM C615 9/9/2022 3349 10 Junction Box Thompson Pipe Group 5 'x 5' TPG-5x5-410-PRECAST BASE ASTM C615 9/9/2022 3349 10 Junction Box Thompson Pipe Group 5 'x 5' TPG-5x5-412-PRECAST 5-FT RISER ASTM C615 9/9/2022 3349 10 Junction Box Thompson Pipe Group 6'x 6' TPG-6x6-411-PRECAST TOP ASTM C615 9/9/2022 3349 10 Junction Box Thompson Pipe Group 6'x 6' TPG-6x6-411-PRECAST BASE ASTM C615 9/9/2022 3349 10 Junction Box Thompson Pipe Group 6'x 6' TPG-6x6-412-PRECAST 6-FT RISER ASTM C615 9/9/2022 3349 10 Junction Box Thompson Pipe Group 7 'x 7' TPG-7x7-411-PRECAST TOP ASTM C615 9/9/2022 3349 10 Junction Box Thompson Pipe Group 7 'x 7' TPG-7x7-411-PRECAST BASE ASTM C615 9/9/2022 3349 10 Junction Box Thompson Pipe Group 7 'x 7' TPG-7x7-412-PRECAST 4-FT RISER ASTM C615 9/9/2022 3349 10 Junction Box Thompson Pipe Group 8 'x 8' TPG-8x8-411-PRECAST TOP ASTM C615 9/9/2022 3349 10 Junction Box Thompson Pipe Group 8 'x 8' TPG-8x8-411-PRECAST BASE ASTM C615 9/9/2022 3349 10 Junction Box Thompson Pipe Group 8 'x 8' TPG-8x8-412-PRECAST 5-FT RISER ASTM C615 FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 02/13/2023 Classification Manufacturer Model No. National Spec Storm Drain Curb and Drop Inlets 9/9/2022 33 49 20 Curb Inlets Forterra 10' x 3' FRT-lOx3-405-PRECAST ASTM C913 9/9/2022 33 49 20 Curb Inlets Forterm 10' x 3' FRT-lOx3-406-PRECAST ASTM C913 9/9/2022 33 49 20 Curb Inlets Forterra 10' x 4.5' FRT-lOx4-407-PRECAST ASTM C913 9/9/2022 33 49 20 Curb Inlets Forterm 10' x 4.5' FRT-lOx4-420-PRECAST ASTM C913 9/9/2022 33 49 20 Junction Box Forterra 4' x 4' FRT-4x4-409-PRECAST-TOP ASTM C913 9/9/2022 33 49 20 Curb Inlet Thompson Pipe Group 10' x 3' TPG-IOx3-405-PRECAST INLET ASTM C615 9/9/2022 33 49 20 Curb Inlet Thompson Pipe Group 15' x 3' TPG-15x3-405-PRECAST INLET ASTM C615 9/9/2022 33 49 20 Curb Inlet Thompson Pipe Group 20' x 3' TPG-20X3-405-PRECAST INLET ASTM C615 9/9/2022 33 49 20 Drop Inlet Thompson Pipe Group 4' x 4' TPG-4X4-408-PRECAST INLET ASTM C615 9/9/2022 33 49 20 Drop Inlet Thompson Pipe Group 5' x 5' TPG-5X5-408-PRECAST INLET ASTM C615 9/9/2022 33 49 20 Drop Inlet Thompson Pipe Group 6' x 6' TPG-6X6-408-PRECAST INLET ASTM C615