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Home My WebLink AboutContract 61683-PM1CSC No. 61683-PM2 FART WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF PAVING, DRAINAGE AND UTILITY IMPROVEMENTS TO SERVE NAFEX WAY DEVELOPMENT IPRC22-0015 CITY PROJECT NO. 103930 FID 30114-0200431-103930-EO7685 X-27241 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth September 2024 Prepared by: Kimley >>) Horn Y •RE..... ° i Texas Registered Engineering Firm F-928 ........................ ......� 801 Cherry Street, Suite 1300, Unit 11 120254 •. f Fort Worth, TX 76102 F• CIOE 817.339.2269 o.......G =r � Ss�..N — Kimley-Horn No. 064408622 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 0041 09 00 42 43 00�7 Bid Form Proposal Form Unit Price Bid Ben 04,102Q014 05/22/2019 nn in 4 0045 Prequalification Statement ,T 09/01/2015 03 /09 i2 2O �r 0045 12 004511 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 09-�5-49 r M�Arv.:�7� �1i� � Goal �-8 08,L2 20 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 0062 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 007300 0073 10 Supplementary Conditions Standard City Conditions of the Construction Contract for Developer 07iOl/2011 01/10/2013 Awarded Projects Division 01 - General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 vrTrcv 01 32 33 Preconstruction Video mTVTzviT 08/30/2013 01 33 00 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httu:Hfortworthtexas.Lyov/tnw/contractors/ or https:Happs.fortworthtexas.gov/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 0334 13 Controlled Low Strength Material (CLSM) 12/20/2012 n2�o G..n a -ete Base Aiia4e f .,1 for- Tr-eneh U opa ff* 1 7 /7rz�-20/201i 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical u nc nn ar4E nos„lts f Fleet,- eal z-o-o�--vv E�lR�li4�?�l: ` x� 26-05 43• TT,-,.lo.-g,-.,,,,,..a Duets .,n.1 Raee.. a s f . Qeetfieal Systems 07/0T Division 31- Earthwork 3123 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 12/7zzr20/2012 313600 31 37 00 �' s Riprap 12/20/2012 Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 2'�Q 27�0 32 1�3 Temporary Aop1.\Zt ikar,4�i Go, erete Paving De,,.ai Flexible Rase Courses 12 / 0/2 12/rz�-20/20iz i21/20Q0i2 32 1129 32 113,32 Lime Treated Base Courses (`o, efA Trea4e l Base ram.,,.- 12/20/2012 Q/7 z 32 37 27�o Liquid Treated cal F%b-ihz2f Asphalt It Paving 08 /pis 12/rz�-20/20i2 27�3 32 13 13 Asphalt It Paving r -aek Se l.fAs Concrete Paving 110010012 12/20/2012 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 1373 Concrete Paving Joint Sealants 12/20/2012 32 14 16 mok- Unit Il1.4ftg 122 /7rsr20/20 z CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 32 1725 Cu -b Ad .1,- g �a�z Ll�inti�n 1 1 /04 /201 3 3231 13 Chain Fenees and Gates Q/20/20�2 323126 Wire Fences and Gates Q/20/20io 17�� Cast i Ulaee Gone -ete U aainirlg Walls 96/e 9 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 3292 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 3303 10 %pcoa ILlmping of Existing Sewef Systems 17/�i2 Z2�Q '22�11 3e�di�rg :�rd �., EZaet,-iea 1sel.,t; (`. FFE)S;E,.-. !'',...,401 Tort Sta4k) S >\a.,gnes;,,,,, ti,, n-oteetio 12/20/2012...,. 12/'>zzi-� /201" 1 1/'l 33-04-12 22� 33 04 40 Anode C die S ..toff. Tempe -a,-y Water- serve Cleaning and Acceptance Testing of Water Mains z 07/nvr i/20n 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 33-0 Grade Concrete Water Vaults 1 � /�i2 330520 20 22�= 33 05 22 erg Tunnel Liner- Dla4e Steel Casing Pipe 11/rs0010012 i2/1 z 12/20/2012 1 /�i2- � 1 05 �tl 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner 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 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 12/20/2012 P_ I I I� Bufied Steel Pip „a Fittings 1 7 /'frz�-20/ 0 Q 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 1 2 1 1 Large Water- - Meters 12/20/2012 33 1220 Resilient Seated Gate Valve 12/20/2012 3_ 1221 A xx W A Rubber- Semea Bu#e -fly V lye Q/20QN2 33 1225 Connection to Existing Water Mains 02/06/2013 33 1230 33 1240 Combination Air Valve Assemblies for Potable Water Systems L';,� 12/20/2012 011 /n -4 CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 33 1250 � �t� Fiarsp �� Sta4ieas il,20/2n, � 33 1260 Standard Blow -off Valve Assembly 06/19/2013 3331 12 Q&r-e3 in Place Npa (CIPP4 12/20/2012 33 21 13 Fiboaglao Rsaif fo-ee Pipe for- &a-yity Sanitaff co.., Q/�i2 3_ pi 15 High Density D.,l.,ethyleae (HDPF,>, Pipo for Fianitar; r- , � /�1z 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 P_ P1 31 Pelyviffl Chloride Closed Profile Gravity Sa-nitar-y Sewer- , � /�;i (PNIC) Pipe 2 2 . .� P. 23 Sanitary Se r ' nor Flip .�nirrg ,2/20/20,2 2i P1 23 Samna,- Sewer- Pipe E l,.,., efnetA , �7 /7rz� 20/ viz 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33 31 70 rIRaYV�:�%iI�AL1 Air- Valve for- Samna,, Sewer- Fo -ee Aa.,: 12/20/2012 3339 10 Cast -in -Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 22�Q Eiberglroo Manimlas 1 ' /�1i '22�0 Wastewater- A eeess A /va� 12/'lizi-20/2012 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 2 .� 11 11 2'2�i High Density PE4yethyleae F (I-IDP� Pipsf� Ft�>�m Drain ReinforcedD lyet lene (SRPE4 Pipe Q,120/7n17 �� 1 1 /1 P5 33-4600 33 4601 Subdr-aii e Sl9 ed St - S Dpc1nj 1 71 /'1�n0L 07/0l 33 4602 TfeadhD-mlliti 07/0T 33 49 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 34 41 10 34 41 .� - Transportation T.-., f fie c;g is Ott-aehmeat A EefttrenerCabine l0/1�15 34 41 10.02 �02 34 41 1n n� �ttae�;nei}t� r�ntrenne�Seei#ze-atien p n rrtt-aei-n}ei}t-C—S9rtV6'-are-c-vpcEifiE-&ti6ii Temporary Tmffio Fi�,-m�ls 02,90Q WIQW2 , , /'gin �0�3 , ?il 1 111 3,111 13 no.....,,.,;.,.g T,-.,f'f e c;7,.�.��als 17/�-20/20 z 34 41 15 2A�o Reeta*gu a.Ran d F whl ing Baaeei3 Pede,tFia--, 14ybr-id Signal. 1 1 / 3 1 1 /7 4 3441 20 Roadw}' Illuminatian Assemblies , 2 /�Q 34 4120.01 � After-ia LED U.,...a..,.,.r. �amirxliras 06/15/204 c �� 2n n�02 r Rr �ee�v-a��D ' o�rv-a3' �a�r��iras 0 /1 c/�n1 c �� 3n n�03• Re4dentU.1ZD Roadw Dxnknairas 06/10 c�15 34 4130 34 71 13 Alurmnurs &:gfrs T. a ffi . Gontfe4 11 /'�13, , 1 /gin CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 103930 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix Page 5 of 5 GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GG 4.06 LLe\"aeus Enyir-,,rme ffta Condition at Site GC 6 0i.D lea;,,ofit., and Women Owned Business Enterprise ✓omplian e GG 6.07 lvflg"Wt GC-6.09 Permits and Utilities GG-6,21 rk3n GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised March 20, 2020 00 42 43 OAP- a0) PROPOSAI Page I of 5 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project item Information Bidder's Proposal Bidlist Item) No- Description Specification Section No. Unit of Measure I Bid Quantity Unit Price I Bid Value UNIT I: WATER MIAPROVEMENTS 1 0171.0102 As -Built Survey 01 71 23 LS 1 $1,000.00 $ 1,000.00 2 0241.1015 Remove 12" Water Line 0241 14 LF 92 $16.00 $ 1,472.00 3 0241.1019 Remove 24" Water Line 0241 14 LF 54 $25.00 $ 1,350.00 4 0241.1109 24" Pressure Plug 0241 14 EA 1 $3.000.00 $ 3,000.00 5 0241.1118 4%12" Pressure Plug 0241 14 EA 1 $835.00 $ 835.00 6 0241.1353 Salvage 20" Water Valve 0241 14 EA 1 $3,440.00 $ 3,440.00 7 3305.0005 12" Waterline Lowering 3305 12 EA 2 $6,500.00 $ 13,000.00 8 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 6 $1,000.00 $ 61000.00 9 3305.0109 Trench Safety 3305 10 LF 202 $1.00 $ 202.00 10 3311.0001 Ductile Iron Water Fillings w/ Restraint 33 11 11 TON 2.51 $15,500.00 $ 38,905.00 11 3311.0261 8" PVC Water Pipe 33 11 12 LF 43 $195.00 $ 8,385.00 12 331 1.0451 12" DIP Water 33 11 10 LF 90 $225,00 $ 20,250.00 13 3311.0457 12" DIP Water, CLSM Backfill 33 11 10 LF 40 $225.00 $ 9,000.00 14 3311.0681 24" Concrete AWWA C303 Water Pipe 33 11 13 LF 69 $2,200.00 $ 151,800.00 15 3311.0682 24" Conerele AAWA C303 Water Pipe, CSS Backfill 3311 13 LF 49 $2,200,00 $ 107,800.00 16 3312.0117 Connection to Existing 4%12" Water Main 33 1225 EA 8 $8.850.00 $ 70,800.00 17 3312.1004 4" Combination Air Valve Assembly for Water 33 1230 EA 1 $20,000.00 $ 20,000.00 18 3312.2103 1 112" Water Service 33 12 10 EA 2 $2,625.00 $ 5,250.00 1 19 3312.2203 2" Water Service 33 12 10 EA 2 $3,090.00 $ 6,180.00 20 3312.3003 8" Gate Valve 33 1220 EA 2 $2,395,00 $ 4,790.00 21 3312.3008 24" Gate Valve 33 1220 EA 1 $57,115.00 $ 57,115.00 22 3312.5003 8" Blow Off Valve 33 1260 EA 1 $12,625.00 $ 12,625.00 TOTAL UNIT I: WATER IMPROVEMENTS $543,199.00 CITY OF FORT Wl1RTH STANzimu) CONSIRUCHON SPECe7CATION IXXUM1:NTS - DEV EIMPER AWARDED PROJUXTS limn Vmkm May 22. 2019 Cawrdl Si�m Puthic aid l%,q,cnal.ata 004241 DAP - aa)PROPOSAI PW2ofi SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Protect Item Information I Bidder's Proposal Bidlist Item I I Unit of I Bid Description I Specification Section No. I I I Unit Price I Bid Value No. I I Measure I Quantity UNIT II: SANITARY SEWER IMPROVEMENTS 1 3301.0002 Post -CCTV Inspection 3301 31 LF 729 $2.00 $ 1,458.00 2 3301.0101 Manhole Vacuum Testing 3301 30 EA 8 $250.00 $ 2,000.00 3 3305.0109 Trench Safety 3305 10 LF 729 $2.00 $ 1,458.00 4 3305.0113 Trench Water Stops 3305 15 EA 5 $1,250,00 $ 6,250.00 5 3305.0114 Manhole Adjustment, Major w/ Cover 3305 14 EA 2 $1,000.00 $ 2,000.00 6 3305.1003 20" Casing By Open Cut 33 05 22 LF 40 $500.00 $ 20,000.00 7 3305.3002 8' Sewer Carrier Pipe 33 05 24 LF 40 $110.00 $ 4,400.00 8 3331.4115 8' Sewer Pipe 33 11 10, 33 31 12 LF 729 $110.00 $ 80.190.00 9 3331.4116 8" Sewer Pipe, CSS Backfill 33 11 10, 33 31 12 LF 30 $140.00' $ 4,200.00 10 3339.0003 Liner - 4' Sewer MH 33 39 60 VF 47 $400.00 $ 18,756.00 11 3339.1001 4' Manhole 33 39 10,33 39 20 EA 6 $10,000.00. $ 60,000.00 12 3339.1002 4' Drop Manhole 33 39 10, 33 29 20 EA 2 $15,000.00 $ 30,000.00 13 14 17 18 19 20 21 22 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $230,712.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC13WATION IARIUMUNTS - DEVELOPER AWAI U 71) PROJECTS 14um Vmbm May 22. 2019 Cmuell Sm m Purmc aid Pnqasal ats UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information Bidlist Item) No. Description 1 0171.01Of Construction Staking 2 0171.0102 As -Built Survey 3 0241.4401 Remove Headwall/SET 4 3137.0104 Medium Stone Riprap, dry 5 3301.0012 Post CCTV Inspection of Storm Drain 6 3305.0109 Trench Safety 7 3339.1101 5' Manhole 8 3341.0205 24" RCP, Class III 9 3341.0309 36" RCP, Class III 10 3341.0402 42" RCP, Class III 11 3341.0602 60" RCP, Class III 12 3341.1 101 4x2 Box Culvert 13 3341.1304 6x5 Box Culvert 14 3349.0004 7' Junction Box 15 3349.0005 8' Junction Box 16 3349.0104 4' Stack Manhole 17 3349.1000 Headwall, Box Culvert 18 3349.7002 5' Drop Inlet 19 9999.0001 Remove 42 Box Culvert 20 9999.0002 Remove 5x2 Box Culvert 21 22 23 24 25 26 00 42 43 I)AP nn)PROPOSAL Page 3 of 5 Bidder's Application Section No. of ISpecification Bidnn Measure Quantify UNIT III: DRAINAGE IMPROVEMENTS 01 71 23 LS 1 0171 23 LS 1 0241 14 EA 4 31 3700 SY 16 33 01 31 LF 995 3305 10 LF 995 3339 10 EA 1 3341 10 LF 10 3341 10 LF 105 3341 10 LF 504 3341 10 LF 21 i0 LF 13 I3341 33 41 10 LF 344 33 49 10 EA 1 1334910 EA 1 33 49 10 EA 2 33 49 10 CY 1 33 49 20 EA 2 99 99 99 LF 175 99 99 99 LF 84 I TOTAL UNIT III: DRAINAGE IMPROVEMENTS Bidder's Proposal Unit Price I Bid Value $1,000.00 $ 1,000,00 $1,000.00 $ 1,000.00 $2,000.00 $ 8,000.00 $150.00 $ 2,400.00 $5.00 $ 4,975.00 $1.00 $ 995.00 $10,000.00 $ 10,000.00 $180.00 $ 1,800.00 $250.00 $ 26,250.00 $300.00 $ 151,200.00 $450.00 $ 9,450.00 $400.06 $ 5,200.00 $620.00 $ 213,280.00 $17,000.00 $ 17,000.00 $17,276.96 $ 17.276.96 $2,500.00 $ 5,000.00 $25,492.04 $ 25,492.04 $7,000.00 $ 14,000.00 $30,00 $ 5,250.00 $30.00 $ 2,520.00 $522,089.00 CITY 01- FORT WORTH STANI)AROCON5TRUCr1ON SPL-X7nICAT[ON llUCUMINT.'; - I)FV1iEAPI:A AWARI)I:l) PRWI:L tS firm Vma m May 22. 2019 C_Ucll sa vn lvbic Rid lh axl.xls SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID IBidlN Iteml Description No. 1 017[.0101 Construction Staking 2 0171.0102 As -Built Survey 3 0241.0401 Remove Concrete Drive 4 0241.0700 Remove Mailbox 5 0241.0800 Remove Rip Rap 6 0241.1100 Remove Asphalt Pvmt 7 0241.1300 Remove Conc Curb & Gutter 8 3110.0101 Site Clearing 9 3110.0102 6"-12" Tree Removal 10 3125.0101 SWPPP2 I acre 11 3212.0302 2" Asphalt Pvmt Type D 12 3213.0403 8" Concrete Driveway 13 3471.0001 Traffic Control 14 3471.0003 Traffic Control Details 15 9999.0001 Remove Gravel Drive 16 17 � 18 19 20 21 22 Project Item Information W 470 OAP - Rm PROPOSAI Pa+r4,4+ Bidder's Application Bidder's Proposal Specification Section No. I Unit o Measuf re I QBiduantit y I Unit ]'rice I Bid Value UNIT IV: PAVING IMPROVEMENTS 01 71 23 LS 1 $5,000.00 $ 5,000.00 017123 LS 1 $2,500.00 $ 2,500.00 024113 SF 2,314 V.25 $ 2,892.50 0241 13 EA 1 $100.00 $ 100.00 0241 13 SF 606 $1.24 $ 751.44 024113 SY 2,102 $3.60 $ 7,567.20 024115 LF 200 $5.00 $ 1.000.00 1311000 LS 1 $2.500.00 $ 2,500,00 1311000 EA 1 $5,000.00 $ 5,000.00 131 2500 LS 1 $2,000.00 $ 2,000.00 321216 SY 130 $55.00 $ 7,150.00 32 1220 SY 634 $52.00 $ 32,968.00 3471 13 MO 1 $7,500.00 $ 7,500.00 3471 13 EA 1 $5,000.00 $ 5.000.00 0241 13 SF 300 $3.33 $ 999.00 TOTAL UNIT IV: PAVING IMPROVEMENTS $82,928.14 CITY OF FORT WORTH .STANI)AkOCON.SIRUCr[ONihFSC[I-7CATIONFWt)MIiNfS OIiVL7.OPI:RAWAW)I])Pk[lllt`rS Wrrn Vaaxm May 22.2019 C-Imll Saes m Pulbic Rid I'n rtal.:Is UNIT PRICE BID IBidlist Iteml No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM W4241 IMP. HII)PROPIISAI. Ngc 5 of 5 Bidder's Application Project Item Information Bidder's Proposal Description Specification Section No. Unit of Bid P Measure Quantity Unit Price Bid Value Bid Summary UNIT I: WATER IMPROVEMENTS $543,199.00 UNIT II: SANITARY SEWER IMPROVEMENTS $230,712.00 UNIT III: DRAINAGE IMPROVEMENTS $522.089.00 UNIT IV: PAVING IMPROVEMENTS $82.928.14 Total Construction Bid $1,378,928.141 This Bid is submitted by the entity named below: BIDDER; Ridgemoni Commercial Construction 1520 W Walnut Hill Lane Irving, TX 75018 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: Wes Grant TITLE: VP of PrecorlstrvctionlPrincipal DATE: 6/26/2024 END OF SECTION 110 working days after the date when the CITY OI• FORT WORTH STANI)ARE) CONML)LTION SPI-.CaRCAT1ON IXX:UMI•Nr$ - UE.V}.LOPFR AWARI)E;U I-ROJFE-rS HM Versi.M May 22. 2U 19 Canvetl Sa rn Pulhic RGi t4,qKxial.als 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work Tvpe" box provide the complete maior work tvpe and actual description as _provided by the Water Department for water and sewer and TPW for paving. Major Work Type Wastewater New Development Open Cut (60" and under); Water New Development Open Cut (24" and under); Sewer New Development (8" and under) Asphalt Paving Contractor/Subcontractor Company Name Prequalification Expiration Date Venus Construction Company 5/31/2025 Reynolds Asphalt and Construction 5/30/2025 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: The Ridgemont Company dba Ridgemont Commercial Construction 1520 W. Walnut Hill Lane Irving, TX 75038 BY: Paul Camp (Signature) TITLE: Vice President/Principal DATE: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 0045 12_Prequalification Statement 2015_DAP Form Version September 1, 2015 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 WPI 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. 103930. 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: The Ridgemont Company dba Ridgemont Commercial Construction COMPANY 1520 W. Walnut Hill Lane Address Irving. TX 75038 City/State/Zip THE STATE OF TEXAS COUNTY OF DALLAS § By: Paul CamD EASE PRINT) Signature: Title: Vice President/Principal (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Paul Camp, 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 Vice President/Principal. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 15' day of August, 2024. JY r� DONNA TURNER a ,c ,....` Notary Public, Stabs of Texas ` Comm. Expires I Z123/2027 or Notary ID 11608842 Notary Public in and for the State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSCPN 103930 Revised April2, 2014 Nafex Way Deveiopment 005243-1 Developer Awarded Project Agreement Page 1 of 6 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on August 13, 2024, is made by and between the Developer, CHIPT 4 Dallas Cantrell Sansom, L.P., a Delaware limited partnership ("Developer"), and The Ridgemont 5 Company doing business as Ridgemont Commercial Construction, a Texas corporation, authorized 6 to do business 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 8 as 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 14 is generally described as follows: 15 PAVING, DRAINAGE, AND LITILTY IMPROVEMENTS TO SERVE NAFEX WAY DEVELOPMENT. 16 CPN 103930 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 110 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 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 Developer CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised June 16, 2016 4889-1049-6728v.5 54379-453 005243-2 Developer Awarded Project Agreement Page 2 of 6 34 Zero and No/100 Dollars, (S0.00) for each day that expires after the time specified in 35 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. 36 Article 4. CONTRACT PRICE 37 Developer agrees to pay Contractor for performance of the Work in accordance with the 38 Contract Documents an amount in current funds of ONE MILLION THREE HUNDRED SEVENTY- 39 EIGHT THOUSAND NINE HUNDRED TWENTY-EIGHT AND 14/100 DOLLARS (51,378,928.14). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A. The Contract Documents which comprise the entire agreement between Developer and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 2. Attachments to this Agreement: 46 a. Bid Form (As provided by Developer) 47 1) Proposal Form (DAP Version) 48 2) Prequalification Statement 49 3) State and Federal documents (project specific) 50 b. Insurance ACORD Form(s) 51 c. Payment Bond (DAP Version) 52 d. Performance Bond (DAP Version) 53 e. Maintenance Bond (DAP Version) 54 f. Power of Attorney for the Bonds 55 g. Worker's Compensation Affidavit 56 h. MBE and/or SBE Commitment Form (If required) 57 3. Standard City General Conditions of the Construction Contract for Developer 58 Awarded Projects. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment or, 61 if not attached, as incorporated by reference and described in the Table of Contents 62 of the Project's Contract Documents. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CPN 103930 Revised June 16, 2016 4889-1049-6728v.5 54379-453 63 64 65 66 67 68 69 70 71 72 73 005243-3 Developer Awarded Project Agreement Page 3 of 6 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS Revised June 16, 2016 4889-1049-6728v.5 54379-453 Nafex Way Development CPN 103930 005243-4 Developer Awarded Project Agreement Page 4 of 6 74 Article 6. INDEMNIFICATION 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76 expense, the city, its officers, servants and employees, from and against any and all claims 77 arising out of, or alleged to arise out of, the work and services to be performed by the 78 contractor, its officers, agents, employees, subcontractors, licenses or invitees under this 79 contract. This indemnification provision is soecificaliv intended to operate and be. 80 effective even if it is alleged or proven that all or some of the damages being sought were 81 caused, in whole or in part, by anv act, omission or negligence of the citv. This indemnity 82 provision is intended to include, without limitation, indemnity for costs, expenses and 83 legal fees incurred by the city in defending against such claims and causes of actions. 84 85 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the 86 city, its officers, servants and employees, from and against any and all loss, damage or 87 destruction of property of the city, arising out of, or alleged to arise out of, the work and 88 services to be performed by the contractor, its officers, agents, employees, 89 subcontractors, licensees or invitees under this contract. This indemnification provision 90 is specificaliv intended to operate and be effective even if it is alleged or proven that all, 91 or some of the damages being sought were caused. in whole or in part, by anv act, 92 omission or negligence of the city. 93 94 Article 7. MISCELLANEOUS 95 7.1 Terms. 96 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the 97 Construction Contract for Developer Awarded Projects. 98 7.2 Assignment of Contract. 99 This Agreement, including all of the Contract Documents may not be assigned by the 100 Contractor without the advanced express written consent of the Developer. 101 7.3 Successors and Assigns. 102 Developer and Contractor each binds itself, its partners, successors, assigns and legal 103 representatives to the other party hereto, in respect to all covenants, agreements and 104 obligations contained in the Contract Documents, 105 7.4 Severability. 106 Any provision or part of the Contract Documents held to be unconstitutional, void or 107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised June 16, 2016 4889-1049-6728v.5 54379-453 005243-5 Developer Awarded Project Agreement Page 5 of 6 108 remaining provisions shall continue to be valid and binding upon DEVELOPER and 109 CONTRACTOR. 110 7.5 Governing Law and Venue. 111 This Agreement, including all of the Contract Documents is performable in the State of 112 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 113 Northern District of Texas, Fart Worth Division. 114 115 7.6 Authority to Sign. 116 Contractor shall attach evidence of authority to sign Agreement, if other than duly 117 authorized signatory of the Contractor. 118 119 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 120 counterparts. 121 122 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 123 [Signature page follows] 124 CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised June 16, 2016 4889-1049-6728v.5 54379-453 125 126 005243-6 Developer Awarded Project Agreement Page 6 of 6 Contractor: Developer: wz The Ridgemont Company, doing CHIPT Dallas Cantrell Sansom, L.P., business as Ridgemont Commercial a Delaware limited partnership Construction, a Texas corporation By: CHI North Texas 119 Cantrell Sansom, L.P., a Delaware limited partnership, <' its general partner A A5]?] Pignare) By: CHI LTH GP, L.L.C., a Delaware limited liability company, lts g artn r By: Name: Paul Camp Name: John B. Cooper Title: Vice President/Principal Title: Vice President Company Name: The Ridgemont Company doing business as Ridgemont Commercial Construction Address:1520 W. Walnut Hill Lane Address: 3819 Maple Avenue City/State/Zip: Irving, TX 75038 City/State/Zip: Dallas, TX 75219 s/1 s/zaza Date Date l If CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 4889-1049-6728v.5 54379-453 Nafex Way Development CPN 103930 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 006125-1 CERTIFICATE OF INSURANCE Page 1 of 1 SECTION 00 6125 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103930 Revised July 1, 2011 006213-1 PERFORMANCE BOND Page 1 of2 1 SECTION 00 62 13 2 PERFORMANCE BOND 3 BOND 99453869 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, The Ridgemont Companv dba Ridoemont Commercial Construction , known as 8 "Principal" herein and Colonial American Casualtv and Suretv COmDanV , a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, CHIPT 1 I Dallas Cantrell Sansom, L.P., authorized to do business in Texas ("Developer") and the City of 12 Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, One Million Three 13 Hundred Seventy-Eielht Thousand Nine Hundred Twentv-Eight Dollars and Fourteen Cents. 14 ($1.378.928.14). lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas for the payment of which sum well and truly to be made jointly unto the Developer and the 16 City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and 17 assigns, jointly and severally, firmly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities 20 Agreement, CFA Number 22-0135; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the-' day of , 2� which Contract is hereby referred to and made a r 23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 24 and other accessories defined by law, in the prosecution of the Work, including any Change 25 Orders, as provided for in said Contract designated as PAYING, DRAINAGE AND UTILITY 26 IMPROVEMENTS TO SERVE NAFEX WAY DEVELOPMENT. 27 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 28 shall faithfully perform it obligations under the Contract and shall in all respects duly and 29 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 30 specifications, and contract documents therein referred to, and as well during any period of 31 extension of the Contract that may be granted on the part of the Developer and/or City, then this 32 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH Nafex Way Development STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CPN 103930 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 2 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the Vk day of 9 , 20Z4. IV 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 ATTEST: (Principal Se e Q Witness as to Principal Witness as torAy PRINCIPAL: The Ridqemont Company dba Ridgemont Commercial Construction BY: �ignature Name and Ti e 1 Address: 1520 W. Walnut Hill Lane Irvinq, TX 75038 SURETY: Colonial American Casualtv and Suretv Company BY: Signature Debra Lee Moon, Attorney -in -Fact Name and Title Address: 1299 Zurich Way, 5th Floor _ Schaumburg, IL 60196 Telephone Number: (847) 605-6000 *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 Nafex Way Development STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised January 31, 2012 006214-1 PAYMENTBOND Page 1 of 2 I SECTION 00 62 14 2 PAYMENT BOND 3 BOND # 9453869 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, The Ridqemont Company dba Ridgemont Commercial Construction , known as 8 "Principal" herein, and Colonial American Casualty and Surety Company , a 9 corporate surety ( or sureties if more than one), duly authorized to do business in the State of 10 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 11 Developer, John Christner Trucking, LLC, authorized to do business in Texas "(Developer"), and 12 the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of One Million 13 Three Hundred Seventy -Eight Thousand Nine Hundred TWenty-EiRht Dollars and Fourteen Cents 14 ($1.390.238.00). lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas, for the payment of which sum well and truly be made jointly unto the Developer and the 16 City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and 17 assigns, jointly and severally, firmly by these presents: 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth, by and through a Community Facilities 20 Agreement, CFA Number 22-0135. and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the day of 20J, which Contract is hereby 23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 25 Work as provided for in said Contract and designated as PAYING, DRAINAGE AND UTILITY 26 IMPROVEMENTS TO SERVE NAFEX WAY DEVELOPMENT. 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTH Nafex way Development STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised January 31, 2012 006214-2 PAYMENTBOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the day of 6 , 20J—(j. 7 8 9 10 11 12 13 14 ATTEST: (PrincipaSeQLe)ary fitness as to Principal PRINCIPAL: The Ridoemont Comnanv dba Ridgemont Commercial Construction BY:�---= S7g ature illn -�fP��/ Name and Title Address: 1520 W. Walnut Hill Lane Irving, TX 75038 SURETY: Colonial American Casualty and Surety Company ATTEST: ;� S ignare Debra Lee Moon, Attorney -in -Fact (Surety) Secretary Name and Title Witnes`s as Address: 1299 Zurich Way, 5th Floor Schaumburg, IL 60196 Telephone Number: (847) 605-6000 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH Nafex Way Development STANDARD CITY CONDITIONS -- DEVELOPER AWARDED PROJECTS CPN 103930 Revised January 31, 2012 006219-1 NIATNTENANCE BOND Page 1 of 3 1 SECTION 00 6219 2 MAINTENANCE BOND 3 BOND # 9453869 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TAR -RANT § 7 That we The Ridqemont Company dba Ridqemont Commercial Construction known as 8 "Principal" herein and Colonial American Casualty and Surety Company a corporate surety 9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, John 11 Christner Trucking, LLC, authorized to do business in Texas ("Developer") and the City of Fort 12 Worth, a Texas municipal corporation ("City"), in the sum of One Million Three Hundred 13 Seventy -Eight Thousand Nine Hundred Twentv-Eight Dollars and Fourteen Cents 14 ($1.37$.928141, lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas, for payment of which sum well and truly be made jointly unto the Developer and the City 16 as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, 17 successors and assigns, jointly and severally, firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement, CFA Number 22-0135, and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the�ay of , 20�, which Contract is 24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment labor and other accessories as defined by law, in the prosecution of the 26 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 27 the "Work") as provided for in said Contract and designated as PAVING, DRAINAGE AND 28 UTILITY IMPROVEMENTS TO SERVE NAFEX WA Y DEVELOPMENT, and 29 30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans, specifications and Contract Documents that the Work is and will 32 remain free from defects in materials or workmanship for and during the period of two (2) years 33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 34 CITY OF FORT WORTH Nafex Way Development STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CPN 103930 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to S remain in full force and effect. 9 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 11 noticed defective Work, it is agreed that the Developer or City may cause any and all such 12 defective Work to be repaired and/or reconstructed with all associated costs thereof being bome 13 by the Principal and the Surety under this Maintenance Bond; and 14 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 17 Worth Division; and 18 19 PROVIDED FURTHER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 Fla 23 CITY OF FORT WORTH Nafex Way Development STANDARD CITY CONDITIONS --- DEVELOPER AWARDED PROJECTS CPN 103930 Revised January 31, 2012 0062 19 -3 MAMENANCE BOND Page 3 of 3 I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this ll 2 instrument by duly authorized agents and officers on this the �r!4f day of 3 20 5 PRINCIPAL: 6 The Ridgemont Company dba 7 Ridgemont Commercial Construction 8 - 9 BY: 10 Ziggnaitzre____� 11 ATTEST: I—e ✓J n /ne J'� �' t 12 13 Debra Lee Moon, Attorney -in -Fact 14 (Principall Seer to Name and Title 15 16 Address: 1299 Zurich Way, 5th Floor_ 17 Schaumburg, IL 60196 18 19 jui-m-0—ID 20 Witness as to Principal 21 SURETY: 22 Colonial American Casualty and Surety Company 23 24 \ 25 BY` 26 Signature 27 28 Debra Lee Moon, Attorney -in -Fact 29 ATTEST: Name and Title 30 31 Address: 1299 Zurich Way, 5th Floor 32 (Surety) Secretary Schaumburg, IL 60196 33 34 ,;• 35 Witness as retq Telephone Number: (847) 605-6000 36 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 41 The date of the bond shall not be prior to the date the Contract is awarded. 42 CITY OF FORT WORTH Nafex Way Development STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised January 31, 2012 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) XNot 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. XNot 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 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 DAP SUMMARY OF WORK Page 1 of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 103930 Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 I b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 103930 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 103930 Revised December 20, 2012 SECTION 0125 00 SUBSTITUTION PROCEDURES PART 1-GENERAL 1.1 SUMMARY A. Section Includes: 01 25 00 - 1 DAP SUBSTITUTION PROCEDURES Page 1 of 5 1. 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: CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 5 a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, 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 CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 5 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. 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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 5 Revision Log DATE NAME SUMMARY OF CHANGE EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATF- 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. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 012500-5 DAP SUBSTITUTION PROCEDURES Submitted By: Signature qs noted Firm Date Telephone For Use by City: _Approved _ Rejected City For Use by City Recommended Not recommended Remarks Address Date Date Page 5 of 5 Recommended Received late LM CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 SECTION 01 31 19 PRECONSTRUCTION MEETING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 01 31 19 - 1 DAP PRECONSTRUCTION MEETING Page I 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 CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request 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 in. 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 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] CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 01 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 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 Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 01 32 33 - 1 DAP PRECONSTRUCTION VIDEO Page I of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART 1 - 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] CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 SECTION 0133 00 DAP SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Page I of 8 1. 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 CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. 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 crossreference 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: 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 '/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 CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 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 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) CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 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 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 1. 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 CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 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) a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 8 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 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. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 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. 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. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 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] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August 30, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 0135 13- 1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 SECTION 0135 13 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 Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 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 0135 13-2 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 013 1 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 Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August, 30, 2013 0135 13 - 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 Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 0135 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. J. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. K. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August, 30, 2013 0135 13 - 5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION 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 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August, 30, 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 01 35 13 -6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August, 30, 2013 0135 13 - 7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 1 EXHIBIT B 2 FORT WORTH Daft: DOE NO. xxxx Project !lame: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Pagel of 3 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. 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 CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 3 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. 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 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] CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 3 of 3 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised March 20, 2020 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART 1-GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised JULY 1, 2011 015000-2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 c. Coordination 1) Contact City 1 week before water for construction is desired 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. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised JULY 1, 2011 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control 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] CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised JULY 1, 2011 015000-4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised JULY 1, 2011 01 55 26 - 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 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised July 1, 2011 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. 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 1. 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 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 Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised July 1, 2011 0157 13 DAP STORM WATER POLLUTION PREVENTION Page I of 3 SECTION 01 5713 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions 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 CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised July 1, 2011 0157 13 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. 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) 3926088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised July 1, 2011 0157 13 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 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 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART 1 - 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: httvs:Hapes.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] CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised March 20, 2020 10 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 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 Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised March 20, 2020 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1-GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 016600-2 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. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 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] CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 016600-4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART 1-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. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 017000-2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 b) Stand-by or idle time c) Lost profits Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization 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 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 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. 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 017000-4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 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] 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 Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 7 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 10 11 12 1.2 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 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 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. 3. As -Built 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. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised February 14, 2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 1 1.3 REFERENCES 2 A. Definitions 3 1. Construction Survev - The survey measurements made prior to or while construction 4 is in progress to control elevation, horizontal position, dimensions and configuration 5 of structures/improvements included in the Project Drawings. 6 2. As -built Survev —The measurements made after the construction of the improvement 7 features are complete to provide position coordinates for the features of a project. 8 3. Construction Stakina — The placement of stakes and markings to provide offsets and 9 elevations to cut and fill in order to locate on the ground the designed 10 structures/improvements included in the Project Drawings. Construction staking shall 11 include staking easements and/or right of way if indicated on the plans. 12 4. Survev "Field Checks" — Measurements made after construction staking is completed 13 and before construction work begins to ensure that structures marked on the ground 14 are accurately located per Project Drawings. 15 B. Technical References 16 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw 17 website) — 01 71 23.16.01— Attachment A Survey Staking Standards 18 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on 19 City's Buzzsaw website). 20 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 21 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 22 Surveying in the State of Texas, Category 5 23 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. The Contractor's selection of a surveyor must comply with Texas Government Code 26 2254 (qualifications based selection) for this project. 27 1.5 SUBMITTALS 28 A. Submittals, if required, shall be in accordance with Section 01 33 00. 29 B. All submittals shall be received and reviewed by the City prior to delivery of work. 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 31 A. Field Quality Control Submittals 32 1. Documentation verifying accuracy of field engineering work, including coordinate 33 conversions if plans do not indicate grid or ground coordinates. 34 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer 35 to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 36 37 1.7 CLOSEOUT SUBMITTALS 38 B. As -built Redline Drawing Submittal CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised February 14, 2018 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 2 constructed improvements signed and sealed by Registered Professional Land 3 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A — 4 Survey Staking Standards) . 5 2. Contractor shall submit the proposed as -built and completed redline drawing 6 submittal one (1) week prior to scheduling the project final inspection for City review 7 and comment. Revisions, if necessary, shall be made to the as -built redline drawings 8 and resubmitted to the City prior to scheduling the construction final inspection. 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE 11 A. Construction Staking 12 1. Construction staking will be performed by the Contractor. 13 2. Coordination 14 a. Contact City's Project Representative at least 2 weeks in advance for 15 scheduling of Construction Staking. 16 b. It is the Contractor's responsibility to coordinate staking such that construction 17 activities are not delayed or negatively impacted. 18 3. General 19 a. Contractor is responsible for preserving and maintaining stakes furnished by 20 City. 21 b. If in the opinion of the City, a sufficient number of stakes or markings have 22 been lost, destroyed or disturbed, by Contractor's neglect, such that the 23 contracted Work cannot take place, then the Contractor will be required to pay 24 the City for new staking with a 25 percent markup. The cost for staking will be 25 deducted from the payment due to the Contractor for the Project. 26 B. Construction Survey 27 1. Construction Survey will be performed by the Contractor. 28 2. Coordination 29 a. Contractor to verify that horizontal and vertical control data established in the 30 design survey and required for construction survey is available and in place. 31 3. General 32 a. Construction survey will be performed in order to construct the work shown on 33 the Construction Drawings and specified in the Contract Documents. 34 b. For construction methods other than open cut, the Contractor shall perform 35 construction survey and verify control data including, but not limited to, the 36 following: 37 1) Verification that established benchmarks and control are accurate. 38 2) Use of Benchmarks to furnish and maintain all reference lines and grades for 39 tunneling. 40 3) Use of line and grades to establish the location of the pipe. 41 4) Submit to the City copies of field notes used to establish all lines and grades, 42 if requested, and allow the City to check guidance system setup prior to 43 beginning each tunneling drive. 44 5) Provide access for the City, if requested, to verify the guidance system and 45 the line and grade of the carrier pipe. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised February 14, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 7 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as -built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 1 d) Fire hydrants 2 e) Valves (gate, butterfly, etc.) 3 f) Air Release valves (Manhole rim and vent pipe) 4 g) Blow off valves (Manhole rim and valve lid) 5 h) Pressure plane valves 6 i) Underground Vaults 7 (1) Rim and flowline elevations and coordinates for each 8 Underground Vault. 9 3) Sanitary Sewer 10 a) Cleanouts 11 (1) Rim and flowline elevations and coordinates for each 12 b) Manholes and Junction Structures 13 (1) Rim and flowline elevations and coordinates for each 14 manhole and junction structure. 15 4) Stormwater — Not Applicable 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY 19 PART 2 - PRODUCTS 20 A. A construction survey will produce, but will not be limited to: 21 1. Recovery of relevant control points, points of curvature and points of intersection. 22 2. Establish temporary horizontal and vertical control elevations (benchmarks) 23 sufficiently permanent and located in a manner to be used throughout construction. 24 3. The location of planned facilities, easements and improvements. 25 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 26 areas, utilities, streets, highways, tunnels, and other construction. 27 b. A record of revisions or corrections noted in an orderly manner for reference. 28 c. A drawing, when required by the client, indicating the horizontal and vertical 29 location of facilities, easements and improvements, as built. 30 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 31 construction staking projects. These cut sheets shall be on the standard city template 32 which can be obtained from the Survey Superintendent (817-392-7925). 33 5. Digital survey files in the following formats shall be acceptable: 34 a. AutoCAD (.dwg) 35 b. ESRI Shapefile (.shp) 36 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 37 standard templates, if available) 38 6. Survey files shall include vertical and horizontal data tied to original project control 39 and benchmarks, and shall include feature descriptions 40 PART 3 - EXECUTION 41 3.1 INSTALLERS CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised February 14, 2018 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 1 A. Tolerances: 2 1. The staked location of any improvement or facility should be as accurate as practical 3 and necessary. The degree of precision required is dependent on many factors all of 4 which must remain judgmental. The tolerances listed hereafter are based on 5 generalities and, under certain circumstances, shall yield to specific requirements. 6 The surveyor shall assess any situation by review of the overall plans and through 7 consultation with responsible parties as to the need for specific tolerances. 8 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 9 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 10 1.0 ft. tolerance. 11 b. Horizontal alignment on a structure shall be within .0.lft tolerance. 12 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 13 walkways shall be located within the confines of the site boundaries and, 14 occasionally, along a boundary or any other restrictive line. Away from any 15 restrictive line, these facilities should be staked with an accuracy producing no 16 more than 0.05ft. tolerance from their specified locations. 17 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 18 electric lines, shall be located horizontally within their prescribed areas or 19 easements. Within assigned areas, these utilities should be staked with an 20 accuracy producing no more than 0.1 ft tolerance from a specified location. 21 e. The accuracy required for the vertical location of utilities varies widely. Many 22 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 23 should be maintained. Underground and overhead utilities on planned profile, but 24 not depending on gravity flow for performance, should not exceed 0.1 ft. 25 tolerance. 26 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 27 specifications or in compliance to standards. The City reserves the right to request a 28 calibration report at any time and recommends regular maintenance schedule be performed 29 by a certified technician every 6 months. 30 1. Field measurements of angles and distances shall be done in such fashion as to satisfy 31 the closures and tolerances expressed in Part 3.1.A. 32 2. Vertical locations shall be established from a pre -established benchmark and checked 33 by closing to a different bench mark on the same datum. 34 3. Construction survey field work shall correspond to the client's plans. Irregularities or 35 conflicts found shall be reported promptly to the City. 36 4. Revisions, corrections and other pertinent data shall be logged for future reference. 37 38 3.2 EXAMINATION [NOT USED] 39 3.3 PREPARATION [NOT USED] 40 3.4 APPLICATION 41 3.5 REPAIR / RESTORATION 42 A. If the Contractor's work damages or destroys one or more of the control 43 monuments/points set by the City or Developer's Project Representative, the monuments 44 shall be adequately referenced for expedient restoration. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised February 14, 2018 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 1 1. Notify City or Developer's Project Representative if any control data needs to be 2 restored or replaced due to damage caused during construction operations. 3 a. Contractor shall perform replacements and/or restorations. 4 b. The City or Developer's Project Representative may require at any time a 5 survey "Field Check" of any monument or benchmarks that are set be verified 6 by the City surveyors or Developer's Project Representative before further 7 associated work can move forward. 8 3.6 RE -INSTALLATION [NOT USED] 9 3.7 FIELD [OR] SITE QUALITY CONTROL 10 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 11 City or Developer's Project Representative in accordance with this Specification. This 12 includes easements and right of way, if noted on the plans. 13 B. Do not change or relocate stakes or control data without approval from the City. 14 3.8 SYSTEM STARTUP 15 A. Survey Checks 16 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 17 2. Checks by City personnel or 3rd party contracted surveyor are not intended to relieve 18 the contractor of his/her responsibility for accuracy. 19 20 3.9 ADJUSTING [NOT USED] 21 22 23 24 25 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] 26 27 DATE NAME 28 END OF SECTION Revision Log SUMMARY OF CHANGE CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised February 14, 2018 SECTION 0174 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 017423-1 DAP CLEANING Page 1 of 4 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 Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2-PRODUCTS 2.1 OWNER -FURNISHED [pR] 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] 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. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 017423-3 DAP CLEANING Page 3 of 4 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. 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 Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 01 77 19 - 1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 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. 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] CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 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 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 CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART 1-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 01 33 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 '/z inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 017823-2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 c. Text: Manufacturer's printed data, or neatly typewritten d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. f. 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. g. 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 1. 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 CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 017823-3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 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. 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 017823-4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 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 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 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: CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 017823-5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 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 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 Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL 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. CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 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. 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] CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 01 78 39 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 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". 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. 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 CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 1. 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. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103930 Revised April 7, 2014 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103930 Revised July 1, 2011 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103930 Revised July 1, 2011 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103930 Revised July 1, 2011 REEL] EI-IG I P9EFEE Fi 11"IG IS FiMLJP PROJECT NO. 25171 NOVEMBER, 2023 GEOTECHNICAL INVESTIGATION OFFICE/WAREHOUSE BUILDINGS CANTRELL SANSOM ROAD FORT WORTH, TEXAS Presented To: CROW HOLDINGS INDUSTRIAL DALLAS, TEXAS FqE=- E=-X3 E=-MMI[-]E=-EF4IMM G EOTEC HN I C AL ANO X3 i=4 E3 U P ENVIRONMENTAL CONSULTANTS November 29, 2023 Project No. 25171 Crow Holdings Industrial 3819 Maple Avenue Dallas, Texas 75219 ATTN: Mr. Caleb Bardin GEOTECHNICAL INVESTIGATION OFFICE/WAREHOUSE BUILDINGS CANTRELL SANSOM ROAD FORT WORTH, TEXAS Gentlemen: Transmitted herewith are copies of the referenced report. Should you have any questions concerning our findings or if you desire additional information, do not hesitate to call. Sincerely, REED ENGINEERING GROUP, LTD. Registration Number F-3114 04:: Ca Derrin G. Williams Geotechnical Department Manager Ronald F. Reed, P.E. Principal Engineer DGW/RFR/mt copy submitted via e-mail only 2424 STUTZ DRIVE, SUITE 400 ❑ALLAS.TX 75235 rel 214.350.5600 fax 214.350.0019 www.reed-engineering.com OF r;,4%1 * R�NALDGVF. REED 48174 November 29, 2023 GEOTECHNICAL ENGINEERING ENVIRONMENTAL CONSULTING CONSTRUCTION MATERIALS TESTING REEE3 E rl G I Pl E E R I rlCS G R O U P TABLE OF CONTENTS PAGE INTRODUCTION....................................................................................................1 rrojectLescription...................................................................................... i Authorization................................................................................................1 Purposeand Scope....................................................................................... 1 FIELD AND LABORATORY INVESTIGATIONS ............................................ 2 Ueneral.......................................................................................................... L FieldInvestigation........................................................................................2 LaboratoryTesting...................................................................................... 3 GENERAL SITE CONDITIONS...........................................................................4 Physiography................................................................................................ 4 Geologyand Stratigraphy........................................................................... 5 GroundWater.............................................................................................. 6 Texas Health and Safety Code and TCEQ Comment .............................. 6 Seismic Site Classification........................................................................... 7 ANALYSIS AND RECOMMENDATIONS.......................................................... 7 Potential Vertical Movements.....................................................................7 FoundationDesign....................................................................................... 8 Grade Beams/Tilt-Wall Panels................................................................... 13 FloorSlab......................................................................................................13 Dock -High Walls..........................................................................................21 Excavations in Limestone............................................................................22 Earthwork, General.....................................................................................22 Earthwork..................................................................................................... 24 Pavement....................................................................................................... 27 PavementJoints........................................................................................... 34 Construction Observation and Testing Frequency...................................37 REEE3 E rl G I PI i= E R I rlM G P9 OLJP TABLE OF CONTENTS (Continued) ILLUSTRATIONS PLATE PLANOF BORINGS...............................................................................................1 BORINGLOGS....................................................................................................... 2-22 KEYS TO TERMS AND SYMBOLS USED.........................................................23&24 LABORATORY TEST RESULTS........................................................................ 25&26 ABSORPTION PRESSURE SWELL TEST.........................................................27 2019 AERIAL PHOTOGRAPH............................................................................. 28 - 11 - REEE3 E rl G I Pl i= E R I rlM G P9 OLJP INTRODUCTION Project Description This report presents the results of a geotechnical investigation performed for two office/warehouse buildings to be constructed on an approximate 23.37-acre tract on Cantrell Sansom Road in Fort Worth, Texas. The general orientations of the proposed buildings are shown on the Plan of Borings, Plate 1 of the report Illustrations. The development will include two buildings that will be 131,040 and 205,460 square feet and associated paving for parking and drives. Tilt -wall construction is anticipated for the structures. Finished floor elevations are currently unknown. This office should be provided with a site grading plan to allow for evaluation and modification of the recommendations when available. Authorization This investigation was authorized via signed contract by Mr. John B. Cooper of Crow Holdings Industrial and agreement of Proposal No. 8-36 on September 1, 2023. Purpose and Scope The purpose of this investigation has been to evaluate the general subsurface conditions and provide recommendations for: • design of the foundation systems; • floor slabs; • pavement subgrade; and • site preparation and earthwork compaction criteria. Project No. 25171 - 1 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP The investigation has included drilling sample borings, performing laboratory testing, analyzing engineering and geologic data and developing geotechnical recommendations. The following sections present the methodology used in this investigation. Recommendations provided herein are site -specific and were developed for the project discussed in the report Introduction. Persons using this report for other than the intended purpose do so at their own risk. FIELD AND LABORATORY INVESTIGATIONS General The field and laboratory investigations have been conducted in accordance with applicable standards and procedures set forth in the 2023 Annual Book of ASTM Standards, Volumes 04.08 and 04.09, "Soil and Rock." These volumes should be consulted for information on specific test procedures. Field Investigation Due to the nature of this site being partially developed, there will likely be variances in subsurface conditions between the borings. This could include additional thickness and locations of uncontrolled fill and the possibility of buried organic material or other deleterious material that will need to be removed from the site. Project No. 25171 - 2 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP Subsurface conditions were evaluated by 21 sample borings drilled to depths of 6 to 20 feet in September through November 2023. The locations of the borings are shown on Plate 1 of the report Illustrations. Borings were located in the field using a GPS (global positioning system) unit. The accuracy of this unit is estimated to be within plus or minus one meter. Borings were advanced between sampling intervals by means of a truck -mounted drilling rig equipped with continuous flight augers. Samples of cohesive soils were obtained with 3-inch diameter Shelby tubes (ASTM D1587). Weathered and unweathered limestone was evaluated in situ using the Texas Department of Transportation (TxDOT) cone penetrometer test. Delayed water level observations were made in the open boreholes to evaluate ground water conditions. Borings were backfilled at completion of field operations. Sample depth, description of materials, field tests, water conditions and soil classification [Unified Soil Classification System (USCS), ASTM D2488] are presented on the Boring Logs, Plates 2 through 22. Keys to terms and symbols used on the logs are included as Plates 23 and 24. Laboratory Testing All samples were returned to the laboratory and visually logged in accordance with the USCS. The consistency of cohesive soils was evaluated by means of a pocket penetrometer. Results of the pocket penetrometer readings are presented on the boring logs. Project No. 25171 - 3 - November 29, 2023 REEM 6riG 1 PREERlr-IG 13 FiMLJP Laboratory tests were performed to evaluate index properties and confirm visual classification of selected samples. Tests and ASTM designations are provided in Table 1. TABLE 1. TESTS CONDUCTED AND ASTM DESIGNATIONS Type of Test ASTM Designation Atterberg Limits D4318 Moisture Content D2216 Partial Gradation D1140 The results of these tests are summarized on Plates 25 and 26. The expansive characteristics of the severely weathered limestone were also evaluated by means of a single absorption pressure -swell test conducted in accordance with general procedures discussed by Johnson and Snetheni. Results of the swell test are presented graphically on Plate 27. GENERAL SITE CONDITIONS Physiography Nafex Way roadway splits the site down the middle going south from Cantrell Sansom Road. Either side of Nafex Way on the north side consisted of mowed grass. The south side of the site was developed with some buildings and large gravel parking lots. An aerial photograph from December 2019 is included as Plate 28. ' Johnson, L.D., & Snethen, D.R. (1978). "Prediction of Potential Heave of Swelling Soil." Geotechnical Testing Journal, ASTM 1 (3), 117-124. Project No. 25171 - 4 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP Geology and Stratigraphy Subsurface conditions encountered in the borings consist of fill, alluvial, and residual soils over weathered grading to unweathered limestone of the Cretaceous Fort Worth Limestone and Duck Creek Formations, undivided. Borings B-5, B-6, B-12, B-20, and B-21 on the south side encountered approximately 6 inches to 2 feet of gravel to sandy gravel to asphalt fragments at the surface. Below the gravel in Borings B-5 and B-6, and at the surface in Boring B-7, dark brown to brown, moderate to high plasticity (CL to CH) clay and sandy clay with asphalt fragments and gravel was encountered. Alluvial soils were encountered on the southern portion of the site in Borings B-5, B-11 through B-15, B-20, and B-21, and consisted of dark brown to brown to light brown, CH to CL silty clay with varying amounts of sand and gravel. The residual soils were encountered below the fill in Boring B-7, or at the surface in the remaining 11 borings, and consisted of dark brown to brown, CH silty clay with some limestone particles and fragments. Numerous borings encountered limestone particles and fragments in a silty clay matrix. This material represents residual limestone that has experienced some weathering. Boring B-7 encountered light brown calcareous shale with limestone seams at a depth of seven feet. This material represents severely weathered limestone, and is noted as such on the log. Tan, hard to very hard (rock classification), weathered limestone was encountered at depths of 1 to 5-1/2 feet in the remaining 20 borings. Severely weathered calcareous shale seams and layers were encountered in the tan, weathered limestone, at varying depths. The 15 building Project No. 25171 - 5 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP borings encountered gray, very hard (rock classification), unweathered limestone with some calcareous shale seams at depths of 9 to 15 feet. All 15 building borings terminated in the gray, unweathered limestone. Ground Water Based on post -drilling water level observations, ground water was not present in the borings in September 2023. The borings drilled in October and November 2023 were after some seasonal rainfall events. Ground water was encountered in one boring at a depth of 11-1/2 feet at the end of the day, and in 5 borings at depths of 2 to 5 feet approximately 2 to 9 days after drilling. Based on laboratory data, the observed ground water is perched above the relatively impermeable unweathered limestone in the alluvial and residual soils and in joints and fractures in the weathered limestone. Seepage rates into the borings appeared to be low. The depth to and present of ground water will fluctuate with variations in seasonal and yearly rainfall. Texas Health and Safety Code and TCEQ Comment Pursuant to the Texas Health and Safety Code, Chapter 361, §361.538 and 30 Texas Administrative Code 330, §330.953, Reed Engineering Group, Ltd. has performed appropriate soil tests as required by these regulations to demonstrate that the subject property does not overlie a closed municipal solid waste landfill. The site observations and subsurface data do not indicate the presence of buried municipal solid waste at this site. Based on these data, development of this site should not require a Development Permit, as described in §361.532 and §§330.951-330.963, Subchapter T. Project No. 25171 - 6 - November 29, 2023 FREEa EMrl G I Pl M M Fa I rlM GsaOL-IP Seismic Site Classification The site has been classified with respect to seismic design criteria contained in the 2021 International Building Code (IBC), Section 1613, and ASCE 7-22, Chapter 20. The criteria require characterization of the upper 100 feet of subsurface materials. Based on the ASCE 7-22 criteria, the site is classified as Site Class C in accordance with Table 20.2-1. ANALYSIS AND RECOMMENDATIONS Potential Vertical Movements Potential Vertical Movements (PVM) were evaluated using an empirical procedure developed by McDowelh and modified by the Texas Department of Transportation, TxDOT Test Method 124-E3 in conjunction with absorption pressure -swell tests. Based on the PVM calculations and past experience, potential movements are estimated to be on the order of one to three inches. Movement will be associated with seasonal changes in soil moisture. Ground -supported improvements (i.e., sidewalks and paving) will move in response to changes in soil moisture. The movement will be observed as heave if the soils are dry at the time the pavement or sidewalk is constructed. The movement will be observed as settlement if the soils are moist at the time of construction. Generally, settlement will be limited to the outer perimeter (outer four to five feet) of larger slabs. Prudent watering during extended dry climatic periods can control settlement. Recommendations are provided to limit movement 2 McDowell, C. "The Relation of Laboratory Testing to Design for Pavements and Structures on Expansive Soils." (1959) Quarterly of the Colorado School of Mines, Volume 54, No. 4, 127-153. s "Method for Determining the Potential Vertical Rise, PVR." (1978). Texas Department of Transportation, Test Method Tex-124-E. Project No. 25171 - 7 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP below the buildings; however, some movement of site paving and sidewalks should be anticipated. The estimated PVM is based on existing site grades. This office should be provided with a site grading plan to allow for evaluation and modification of the recommendations when available. Foundation Design Foundation support for concentrated column loads should be provided by auger -excavated, straight -shaft, reinforced concrete piers. The piers may be founded within either the tan, weathered limestone or the underlying gray, unweathered limestone, dependent upon structural loading. Minimum pier depths and recommended bearing values are provided in Table 2. TABLE 2. RECOMMENDED BEARING Minimum Allowable End Skin Bearing Penetration(') Bearing Friction(z) Strata (feet) k�sf k�sf Tan, weathered limestone 3.0 17.0 3.5 Gray, unweathered limestone 1.0 45.0 8.0 1. Minimum penetration for piers is measured from the top of the bearing stratum. 2. Recommended skin friction is applicable for the portion of the pier below the minimum penetration. Project No. 25171 - 8 - November 29, 2023 REEE3 E rl G I Pl E E R I rlCM G R O U P Based on the borings, the top of weathered limestone is anticipated to be located at depths of 1 to 5-1/2 feet below present (November 2023) grades. Boring B-7 did not encounter tan limestone; therefore, some areas of the site may require additional penetrations. Gray, unweathered limestone is anticipated to be encountered at depths of 9 to 15 feet below existing grade. Bid depths should be adjusted based on final site grading. Regardless of calculated penetrations, it is recommended that a minimum concrete pier length of six feet is used, or three pier diameters, whichever is greater. Due to the hard nature of the limestone, specialized drilling equipment may need to be used. Because of the variability of the top of gray limestone, both types of bearing materials may be specified. Generally, this can be identified by a note on the plans such as "x feet into tan limestone, or y feet into gray limestone, whichever occurs first". This note would allow on -site construction personnel the ability to limit pier depths where the top of gray limestone is located at greater depths, and an adequate thickness of tan limestone is present. The end bearing and skin friction values are applicable for portions of the pier extended below the minimum penetration recommended for each stratum. No portion of the pier surface area above the minimum penetration should be counted on to provide shear (skin friction) resistance. Piers proportioned in accordance with these allowable bearing and skin friction values will have a minimum factor of safety of three considering a shear or plunging failure. The weight of the pier concrete below final grade may be neglected in determining foundation loads. Properly constructed straight -shaft piers should undergo negligible post -construction settlement. For reasons of constructability, a minimum pier shaft diameter of 18 inches is recommended. Project No. 25171 - 9 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM ISP9 OLJP Piers will be subjected to uplift associated with swelling within the upper clays. The piers should contain reinforcing steel throughout the pier to resist the tensile uplift forces. Reinforcing requirements may be estimated based on an uplift pressure of 1.0 kips per square foot (ksf) acting over the top four feet of pier surface area. The calculated uplift value is considered a working load. Appropriate factors of safety should be applied in calculating the percent of reinforcement. Provided that subgrade modification is performed as outlined in the Floor Slab section, temperature reinforcing is sufficient. "Mushrooming" or widening of the upper portion of the pier shaft will significantly increase the uplift pressure from the upper clays. "Mushrooms" should be removed from the piers prior to backfill operations. Pier caps underlain by clay should not be used with the piers unless a minimum void of 4 inches (Factor of Safety of 1.3) is created below the portion of the cap extending beyond the shaft diameter. Pier caps founded on or within the tan, weathered limestone will not require construction of void beneath them. Uplift will be resisted by the straight -shaft piers by negative skin friction. Uplift resistance can be calculated using 2.5 ksf within the tan, weathered limestone and 6.0 ksf within the gray, unweathered limestone. The portion of the pier shaft above a minimum penetration into the bearing stratum should be neglected. Uplift calculated for straight -shaft piers will contain a minimum factor of safety of 1.5. Development of the calculated resistance should require negligible movement of the bottom of the pier. Project No. 25171 - 10 - November 29, 2023 REEE3 E rl G I Pl E E R I rlCM G R O U P The recommended end bearing and skin friction values are based on a minimum center -to - center spacing of the piers of two times the average pier diameter. If piers will be closer than two pier diameters, center -to -center, a reduction in the skin friction and end bearing is recommended. The presence and quantity of ground water will fluctuate with variations in seasonal and annual rainfall. Temporary casing of pier excavation may be required depending upon time of the year of construction. If used, the casing should be seated at sufficient depth into the gray, unweathered limestone to prevent seepage of water and sloughing of soils into the pier excavation. Close coordination of drilling and concrete placement should limit the necessity for casing or dewatering of pier excavations for the majority time of the year. Pier excavations should be dry and free of deleterious materials prior to concrete placement. In no case should the pier shaft excavation remain open for more than six hours prior to concrete placement. Continuous observation of the pier construction by a representative of this office is recommended. Observation is recommended to confirm the bearing stratum and that the excavation is dry prior to placement of concrete. It is anticipated that the piers may be evaluated for lateral loading. L-Pile software is frequently used for the analysis and design of piers subject to lateral loads. Geotechnical input parameters for L-Pile analysis are provided in Table 3 below. Project No. 25171 - 1 1 - November 29, 2023 REEE3 E rl G l rl i= E R l rlM G P9 OLJP Material Type Depth Range (reet) Cohesion (psfl Unit Weight (pco Subgrade Modulus (pci) Strain Factor (Eso) Compressive Strength (psi) TABLE 3. GEOTECHNICAL `L-PILE' PARAMETERS Weathered CH-CL Clay Limestone 1 - 14 Varies ME Unweathered Limestone Varies 125 130 135 100 --- --- 0.007 --- 850 1,200 The specific pile diameter, head fixity, and load should be analyzed. A minimum pier spacing of two pier diameters, center -to -center, is recommended to limit stress overlap. Project No. 25171 - 12 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP Grade Beams/Tilt-Wall Panels Grade beams or tilt -wall panels should be constructed with a minimum void of 4 inches (Factor of Safety of approximately 1.3) beneath them. Grade beams cast directly on top of weathered limestone will not require a void. A void is recommended to limit potential foundation movements associated with swelling of the underlying soils. Sufficient excavation will be necessary to assure that the tilt panels are resting on the piers. The void can be created below grade beams by use of wax -impregnated cardboard forms or beneath tilt panels by over -excavating the required void space prior to panel erection. Retainer boards along the outside of the grade beam or tilt -wall panel will not be necessary. Grade beams should be double -formed. Earth -forming of beams below ground is not recommended because of the inability to control the beam excavation width. Fill on the outside of perimeter grade beams and/or tilt walls should be placed in a controlled manner. Backfill should consist of site -excavated clays, or equal, placed and compacted in accordance with the Earthwork section. If bedding soils must be used adjacent to the perimeter of the buildings, the clay/bedding soil interface should be sloped to drain away from the buildings. Compaction criteria are included in the Earthwork section. Floor Slab A number of factors affect the performance of the floor slab, to include traffic and wheel loads, quality of the concrete, joint treatment and condition of the subgrade. The two factors which affect the condition of the subgrade are related to post -construction movement and strength of Project No. 25171 - 13 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP the subgrade. The following sections address the potential for movement and alternatives to reduce the potential and or probability of the movement occurring. The strength of the subgrade is addressed in the Modulus of Subgrade Reaction subsection. As stated above, potential movements associated with heave from a dry condition to a moist condition are estimated to be on the order of one to three inches. Additional movement is possible if the clays become saturated, such as can happen from utility leaks and excessive ponding of water adjacent to the perimeter walls. Two types of floor systems are considered feasible; a suspended floor and a ground -supported (or "floating") slab. The suspended floor is considered the most expensive but does provide the highest degree of confidence that post -construction movement of the floor will not occur. If this alternative is desired, a minimum void of 6 inches (approximate F.S. of 2.0) is recommended between the soil and the lowest structural element of the floor system. For this alternative, plumbing lines should be suspended a minimum of four inches above the underlying soils. Where plumbing lines transition into the soil, they must be free to move up to three inches without intercepting the structure or distressing plumbing joints. The recommendations provided below should be reviewed by this office once finished floor elevations have been established. This office should be provided with a site grading plan to allow for evaluation and modification of the recommendations when available. Project No. 25171 - 14 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP Use of ground -supported floors is feasible, provided the risk of some post -construction floor movements is acceptable. The potential movement can be reduced by proper implementation (i.e., construction) of remedial earthwork recommended in the following paragraphs. The risk of the potential movement occurring can be reduced by implementation of positive grading of surface water away from the buildings and backfilling immediately adjacent to the structures with on -site clays. The most economical way of limiting the potential for post -construction floor movements, and the most positive from a design perspective, is to reduce the potential for heave -related movement prior to construction of the floors. This can be accomplished by mechanically excavating the upper soils, mixing the soils with water, then recompacting the soils at an elevated moisture in controlled lifts. At completion of the excavation and recompaction process, a surface seal will be required to maintain the desired moisture. Three types of surface seals can be provided: • a minimum of 12 inches of "select" fill; • a minimum of 6 inches of flexible base; or • lime -modification of the top 6 inches of soil with a minimum of six percent hydrated lime at completion of reworking. However, a more robust cap may be necessary for a higher desired tolerance level for floor flatness (FF) and floor levelness (FL). This office should be provided with this desired level for further analysis and revisions if applicable. Project No. 25171 - 15 - November 29, 2023 REEE3 E rl G I Pl E E R I rlCM G R O U P This method of pre-wettinz the soils is not effective unless the water is uniformly blended with the soil. Simply wetting the surface of the soil will not achieve the required result. General procedures are as follows. 1. Strip vegetation and dispose of the organic materials in accordance with the project specifications. 2. Excavate to a depth of five feet below existing grade or a minimum of five feet below finished floor, whichever is greater. Excavations may be terminated on top of intact limestone if encountered above the recommended depth. Extend the footprint of the excavated area a minimum of 5 feet beyond the general building lines and a minimum of 10 feet beyond entrances. Consideration should be given to extending the treated area to the outer limits of the sidewalks and docks, as a minimum. The lateral extent of the treated area should be reviewed by the owner and design team to address desired reduction of movement outside the structures and surface paving. 3. Scarify the exposed subgrade to a depth of six inches, water as necessary and recompact to the density and moisture recommended in the Earthwork section. Scarification of intact limestone is not necessary. 4. Compact site -excavated soils in lifts as outlined in the Earthwork section to the subgrade required for the desired moisture cap. Place and compact soils in accordance with recommendations in the Earthwork section. • Note: If insufficient on -site fill exists to achieve the proposed subgrade for the "select" fill or flexible base options, all imported fill for use below the buildings should consist of "select" fill, flexible base, or approved common fill. Balance on -site soils to provide a uniform thickness of "select" fill or flexible base. 5. Place and compact the surface moisture barrier, consisting of either: • 12 inches of "select" fill; • 6 inches of flexible base; or • modify the top 6 inches of recompacted soil with a minimum of 6 percent hydrated lime. Project No. 25171 - 16 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP Placement recommendations for "select" fill and flexible base are included in the Earthwork section. Lime modification should be conducted in accordance with TxDOT "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges," 2014 Edition, Item 260. Lime -modified soils should be compacted to a minimum of 95 percent of Standard Proctor density, ASTM D698. The cap is recommended to protect the moisture in the subgrade and create an increased subgrade strength. It is not intended to be an all-weather working surface that supports heavy equipment during construction. If an all-weather working surface is desired, this office should be consulted for additional recommendations. After grading operations, it is possible that weathered limestone will be exposed in a portion of the buildings. Placement of concrete directly on top of intact limestone can result in the concrete experiencing irregular cracking. This is a result of the concrete not having a smooth surface for thermal expansion and contraction. In areas where limestone is exposed at finished grade, it is recommended that a minimum of two inches of crushed limestone or flexible base be placed directly below the concrete where intact limestone is exposed. The perimeter of the excavations should be sloped, from the bottom up, at one horizontal to one vertical (1H:1V) to create a transition between reworked soils and non -reworked soils. This will decrease the potential for concentrated differential movement between treated and untreated areas. Project No. 25171 - 17 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP If the building pads are excavated in strips or "cells", the side slopes of each cell (in all four directions) should be sloped, from the bottom up, at 1H:1V. It is critical that the excavation for each adjacent cell completely overlap the preceding cell. Other Considerations - The moisture cap should be placed within seven days following completion of the excavation and recompaction operations to limit moisture loss. Careful consideration should be given to the actual area to reduce movements. The potential for post -construction heave will be reduced in the treated areas; however, areas left untreated will result in differential movement. In general, it is recommended the treated area extend beyond the buildings to reduce the potential for differential movement among the buildings, the sidewalk and entrance pavement or in areas where site paving is relatively flat because of drainage or ADA considerations. Consideration should be given to extending the treated area to the outer limits of the sidewalks and docks, as a minimum. The lateral extent of the treated areas should be reviewed by the owner and design team to address desired reduction of movement outside the structures and surface paving. Potential post -construction floor movements associated with heave, considering a properly reworked subgrade, is anticipated to be on the order of approximately one inch. Additional movement, especially during construction, is possible if the clays become saturated, such as can happen from utility leaks, ponding of water adjacent to the slab during construction, and excessive ponding of water adjacent to the perimeter walls after construction. Project No. 25171 - 18 - November 29, 2023 REEE3 E rl G I Pl E E R I rlCM G R O U P Positive drainage of water away from the structures must be provided and maintained after construction. Architectural detailing of interior finishes should allow for approximately one inch of differential floor movement. The desired Floor Flatness/Floor Levelness (FF/FL) will need to be provided and analyzed with the recommended subgrade modification and pad cap described above. In general, pads constructed and capped properly and timely using any of the four recommended procedures will limit movement and provide FF and FL numbers in the range of 25 to 35 for FF and 20 to 25 for FL. The need for a more robust cap, and even recommended construction sequence may be necessary if the desired FF/FL numbers are higher than FF of 35 and FL of 25. A minimum 10-mil thick polyethylene sheet is recommended below the floors to limit migration of moisture through the slab from the underlying soils (Note, ASTM recommends a minimum 15-mil poly). This is of particular importance below sections of the floors covered with carpeting, paint or tile. Penetrations and lapped joints should be sealed with a waterproof tape. Ground -supported floors over expansive soils may be subject to settlement if the underlying clays dry during the life of the structures. Natural desiccation will be limited to the outer four to five feet along the perimeter where surface pavement does not abut the structures. However, roots from trees and shrubs can grow below the structures and increase the zone of desiccation. This process typically requires 8 to 10 years to develop. An effective means of limiting plant root growth is construction of a vertical moisture barrier adjacent to the foundation or extension Project No. 25171 - 19 - November 29, 2023 REEE3 E rl G I Pl E E R I rlCS G R O U P of paving to the perimeter of the buildings. If utilized, the barrier should consist of a minimum six-inch wide, five-foot deep lean concrete wall, or other suitable material. Trees and shrubs should be planted outside the barrier. Modulus of Subgrade Reaction — The preceding sections discussed alternatives to reduce the potential and or probability of post -construction floor movements. Three alternatives were provided to seal the moisture into the subgrade to reduce construction related moisture loss. The alternatives included lime modification of approximately 6 inches of clay, placement of 12 inches of "select" fill, or placement of 6 inches of flexible base. The modulus of subgrade reaction is dependent upon the size of the area that is uniformly loaded. In other words, product stacked to a uniform pressure over a wide area "loads" the subgrade to a deeper depth than the same product loaded in racks with point loads transmitted to the floor at the rack legs. Considering any of these three options, it is recommended the floor slabs be designed for tire and rack loads using a modulus of subgrade reaction, k, of 150 pounds per cubic inch (pci). This value is applicable considering placement of a minimum of 12 inches of "select" fill, placement of 6 inches of flexible base, or lime -stabilization of 6 inches of subgrade with a minimum of 6 percent hydrated lime over the prepared subgrade. To achieve the recommended modulus, compaction of the "select" fill, flexible base, and lime -stabilized clay to the specified density will be required. Materials disturbed by the construction equipment immediately prior to placement of the concrete will reduce the allowable modulus. Project No. 25171 - 20 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP Since the modulus of subgrade reaction varies dependent upon the size of the area to be loaded, it is recommended the value of k be reduced to 100 pounds per cubic inch (pci) for loaded areas greater than 3 feet by 3 feet, up to an area of 8 feet by 8 feet. For loaded areas with a footprint greater than 8 feet by 8 feet, it is recommended the k value be reduced to 75 pci. Various alternatives are available to increase the effective modulus of subgrade reaction and will be addressed if desired. Dock -High Walls Lateral earth pressures against dock walls will be a function of the backfill within the "active zone" of earth pressure. The "active zone" can be estimated as an included angle of 45' from the vertical, extended upward from the base of the wall. Considering backfill using site -excavated materials, lateral earth pressures can be estimated based on an equivalent fluid pressure of 80 pounds per cubic foot (pcf) for at -rest conditions. Alternatively, imported "select" fill may be used as backfill in the active zone. Considering "select" fill, lateral earth pressures can be estimated based on an equivalent fluid pressure of 60 pcf at -rest conditions. The lateral earth pressure values do not incorporate specific factors of safety. If applicable, factors of safety should be integrated into the structural design of the wall. Project No. 25171 - 21 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP Excavations in Limestone Based on the available site information and subsurface conditions, excavations into the tan, weathered limestone may be required in some locations. As stated above, this office should be provided with a final site grading plan for additional analysis and recommendations when available. The limestone is hard to very hard, and excavation of the limestone will likely require rock rippers attached to larger bulldozers. The use of scrapers to excavate the limestone is not anticipated to be feasible. The limestone will likely rip into large slabs. Based on other projects in the immediate area, processing the limestone to a usable size, as identified in the Earthwork section of the report, is generally accomplished by running over the slabs with the bulldozer, a vibratory grid roller, or excavator rock hammers. Earthwork, General Proper compaction of soil requires both the correct moisture content and "compactive effort" or energy. The compactive effort, or energy, imparted into the soil by the equipment used for compaction, has to be compatible with the lift thickness. The lighter the equipment (lower contact pressure), the thinner the loose lift of soil has to be to achieve adequate compaction. If the lift of soil is too thick for the energy (compactive effort) exerted by the equipment, insufficient energy will be transferred through the full lift thickness, resulting in a lens of loose, settlement -prone soil at the bottom of the lift. Project No. 25171 - 22 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP For example, if track -mounted equipment such as a "dozer" is used for compaction, the thickness of lift will vary with the track contact pressure. For a Caterpillar D-6, with a contact pressure of approximately 1,000 pounds per square foot (psf), a maximum loose lift thickness of 6 inches (compacted lift of 4 inches) is needed to achieve compaction. For a Caterpillar D- 10, with a contact pressure of approximately 3,000 psf, a maximum loose lift thickness of 8 inches (compacted lift of 6 inches) is needed to achieve compaction. If the upper five to six inches of an excessively thick lift is well compacted, it can meet density, and therefore the loose, relatively thin lens at the bottom of the lift will not be detected by density testing resulting in the potential for settlement of under -compacted lenses. Accurately determining lift thickness is virtually impossible after the fact in large-scale mass earthwork operations, and can only be controlled by the earthwork contractor by "experience". Alternatively, if the earthwork contractor's field personnel do not have sufficient experience, a surveyor would need to be hired to accurately survey each lift to evaluate if excessive lifts are being placed. For equipment with a relatively light contact pressure (any type of equipment with a contact pressure of less than approximately 2,000 psf), there is virtually no "factor of safety" relative to the lift thickness. It is therefore recommended that, if track -mounted equipment is used for compaction, equipment with a minimum contact pressure of 2,500 psf be specified for mass earthwork operations. Project No. 25171 - 23 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP Earthwork All vegetation and topsoil containing organic material should be cleared and grubbed at the beginning of earthwork construction. Areas of the site that will underlie fill or within the buildings should be scarified to a depth of 6 inches and recompacted to a minimum of 95 percent and a maximum of 100 percent of the maximum density, as determined by ASTM D698, "Standard Proctor". For on -site clays, the moisture content should range from +1 to +5 percentage points above optimum. It is recommended that a test pad be constructed prior to the start of earthwork operations. The purpose of this test pad is to confirm the contractor's means and methods and the geotechnical recommendations. A minimum pad height of four feet should be constructed in accordance with the recommendations presented in the Earthwork, General and Earthwork section of the report. A trench should then be excavated through the compacted test pad. Soil exposed in the side walls should be evaluated to confirm compacted lift thickness and moisture content as in accordance with recommendations presented and discussed in the Earthwork, General section. Soil samples should be obtained using a Harris Ring, or equivalent sampler, to confirm compaction and moisture recommendations. Bearing, moisture, and compactive effort should also be confirmed using pocket penetrometer and/or static cone readings. Depending on the variability of soils and contractor equipment, multiple test pads may be necessary. Project No. 25171 - 24 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP If Reed Engineering Group Ltd. is not the testing agency on site, it is recommended that one - point swell tests at a pressure of 450 psf be performed on laboratory samples compacted to the above recommended density and moisture. If test results indicate that the swell will exceed one percent, the field moisture should be adjusted to limit the potential for swell to less than one percent. Site -excavated soils should be placed in maximum eight -inch loose lifts (note, loose lift thickness must be compatible with the compaction equipment) and compacted to the moisture and density requirements outlined above. The soils should be uniformly blended with water to achieve the required moisture content. The final 6 inches of subgrade below pavement should be compacted to a minimum of 95 percent of Standard Proctor, at or above optimum moisture. Proper backfilling around the building perimeters will reduce the potential for water seepage beneath the structures. Fill against the perimeter of the foundations should consist of site - excavated clays, or equal, placed and compacted in accordance with the recommendations outlined above. "Select" fill is defined as uniformly blended clayey sand with a Plasticity Index (PI) of between 4 and 15. "Select" fill should be placed in maximum 8-inch loose lifts and compacted to at least 95 percent of the Standard Proctor density, at a moisture content between -2 to +3 percentage points of optimum moisture. Project No. 25171 - 25 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP Flexible base for use below the building slabs is defined as crushed stone or crushed concrete meeting the requirements of the 2014 Edition of the Texas Department of Transportation (TxDOT), "Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges", Item 247 Grade 2, Type A (crushed limestone), or Type D (crushed concrete) or better. Flexible base should be compacted to a minimum of 95 percent of Standard Proctor density, at a moisture content between -2 to +3 percentage points of optimum moisture. Site -excavated crushed limestone may be used as general fill. Limestone fill should be placed in maximum loose lifts of 9 inches and compacted to at least 95 percent Standard Proctor. All limestone fragments larger than six inches should be broken down or removed from the fill prior to compaction. Limestone placed within six inches of the final grade should be reduced in size to three inches or less. Lime modification should be conducted in accordance with TxDOT "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges," 2014 Edition, Item 260. Lime -stabilized soils should be compacted to a minimum of 95 percent of Standard Proctor density, ASTM D698 at or above optimum moisture content. The moisture cap should be placed within seven days over the reworked subgrade to limit moisture loss within the underlying soils. Project No. 25171 - 26 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP Pavement As discussed in the Potential Vertical Movements section, the potential vertical rise (PVR) is on the order of one to three inches. If this magnitude of potential movement of the pavement is acceptable, no remedial earthwork will be necessary. If it is not acceptable, it is recommended that subgrade modification be performed. This office can assist with different depths of subgrade modification versus PVR, if desired. If subgrade modification is limited to the building envelopes, site grading should account for the potential movements beyond the treated area of the buildings. In some locations of the paving, excavations into the tan, weathered limestone may be necessary to achieve finished grade. Placement of concrete directly on top of intact limestone can result in the concrete experiencing irregular cracking. This is a result of the concrete not having a smooth surface for thermal expansion and contraction. It is recommended that a minimum of two inches of scarified and recompacted limestone be placed directly below the concrete where intact limestone is exposed. The specific pavement section will be dependent upon: 1. traffic loads and frequency; 2. pavement type and strength; 3. desired pavement life and ending condition; and 4. strength and condition of the subgrade. Project No. 25171 - 27 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP Information regarding the specific traffic loads and frequency is not available. Therefore, analysis was performed for a range of traffic conditions, and design thickness versus traffic load diagrams were developed. The pavement designer, typically the civil engineer, should review the anticipated traffic with the building owner or end user. If the anticipated traffic will vary from the stated values in the following paragraphs, this office can provide alternative sections upon request. The pavement type has been identified as concrete. Analysis was performed for both 3,000 pounds per square inch (psi) and 4,000-psi compressive strength concrete. A 20-year life was used for the analysis. Total pavement life was based on a six -day week. Analysis was performed in accordance with procedures developed by the American Association of State Highway and Transportation Officials (AASHTO). The upper surface soils consist of CH clays. When these soils are moist, they are relatively soft. For purposes of pavement analysis, the subgrade was assumed to be recompacted in accordance with the density and moisture recommendations in the Earthwork section and in a moist condition. An effective modulus of subgrade reaction, k, of 100 pci was used for the analysis. Project No. 25171 - 28 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP The effective k value of the subgrade can be increased to 200 pci by stabilization of the upper 6 inches with a minimum of 6 percent hydrated lime. Site specific testin4 should be performed to allow for adjustment of the percent lime. Lime should be placed and compacted in accordance with Item 260 of the current edition of TxDOT "Standard Specifications for Construction of Highways, Street and Bridges." The lime -stabilized subgrade should be compacted to a minimum of 95 percent Modified Proctor, ASTM D1557, at or above optimum moisture. Generally, it is more cost effective to increase the pavement thickness than to lime -stabilize the subgrade. However, stabilization is also recommended if the traffic speed exceeds 30 miles per hour (mph). Considering the above discussion, analysis was made for both unlimited repetitions of cars and light trucks and for multiple repetitions of loaded tractor trailers. Analysis indicates a pavement thickness of 4.5 inches of 3,000-psi concrete will be adequate for car and light truck traffic. A minimum 5-inch section over a scarified and recompacted subgrade is recommended. Pavements subject to multiple repetitions of tractor -trailer traffic were analyzed using both 3,000- and 4,000-psi concrete. Trailers were assumed to be loaded to the maximum allowable weight, 80 kips, consisting of two sets of tandem axles loaded to 32 kips and one 16-kip axle. Recommended sections for various rates of truck traffic, based on number of repetitions per day for a six -day week, are provided in the following tables considering a subgrade k value of 100 pci and 200 pci. The sections are based on 20-year service life. Project No. 25171 - 29 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP The values presented in Tables 4 through 7 below represent the minimum thickness of the pavement section that should be constructed for the corresponding traffic volume. Allowance for variations, change to the pavement layout, or anticipated building use that can occur during construction should be incorporated in the plan. TABLE 4. (K=100 PCI) NUMBER OF TRUCK REPETITIONS VS. PAVEMENT THICKNESS 3,000-PSI COMPRESSIVE STRENGTH Pavement Thickness No. of Repetitions (inches) (per day) 6 (minimum recommended for fire lanes) 9 7 22 8 52 9 110 10 212 TABLE 5. (K=100 PCI) NUMBER OF TRUCK REPETITIONS VS. PAVEMENT THICKNESS 4,000-PSI COMPRESSIVE STRENGTH Pavement Thickness No. of Repetitions (inches) (per day) 6 13 7 33 8 82 9 163 10 310 Project No. 25171 - 30 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP TABLE 6. (K=200 PCI, LIME -STABILIZED SUBGRADE) NUMBER OF TRUCK REPETITIONS VS. PAVEMENT THICKNESS 3,000-PSI COMPRESSIVE STRENGTH Pavement Thickness No. of Repetitions (inches) (per day) 6 (minimum recommended for fire lanes) 13 7 33 8 65 9 130 10 244 TABLE 7. (K=200 PCI, LIME -STABILIZED SUBGRADE) NUMBER OF TRUCK REPETITIONS VS. PAVEMENT THICKNESS 4,000-PSI COMPRESSIVE STRENGTH Pavement Thickness (inches) 6 7 8 9 10 No. of Repetitions (per day) 19 49 101 196 370 The values are based on Terminal Serviceability Index (pt) of 2.0, Overall Standard Deviation (Sd) of 0.35, Reliability (R) of 90 percent, Load Transfer Coefficient (J) of 3.2, and Drainage Coefficient (Cd) of 1.0. Poor surface drainage can affect the drainage coefficient and can lead to decreased design life. Project No. 25171 - 31 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP Analysis of Tables 4 and 5 indicates an approximate 44 to 57 percent increase in the number of truck repetitions can be obtained by increasing the concrete strength from 3,000 psi to 4,000 psi. An increase of approximately 90 to 153 percent is realized by increasing the thickness of the pavement by 1 inch. Analysis of the allowable repetitions was also performed considering a stabilized subgrade (Tables 6 and 7). For any given pavement thickness and strength of concrete, an increase in the number of repetitions equal to 15 to 50 percent of the non -stabilized repetitions is realized. Site specific testinz should be performed to allow for adjustment to the recommended percent lime. Considering the relative costs associated with stabilizing the subgrade, a greater increase in repetitions (i.e., pavement life) is realized by increasing the pavement thickness or strength versus stabilization of the subgrade. Pavements should be lightly reinforced if shrinkage crack control is desired. Reinforcing for 5- and 6-inch pavements should consist of the equivalent of #3 bars (metric #10) at 24 inches on - center, and 18 inches on -center for pavements of 7-inch thickness or greater. Pavement sections should be saw -cut at an approximate spacing in feet of 2.5 to 3 times the pavement thickness expressed in inches, not to exceed a maximum spacing of 20 feet. (For example, a 5-inch pavement should be saw -cut in approximate 12.5- to 15-foot squares.) The actual joint pattern should be carefully designed to avoid irregular shapes. Load transfer Project No. 25171 - 32 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM GsaOL_IP devices at transverse joints should be provided as necessary. Recommended jointing techniques are discussed in detail in "Guide for Design and Construction of Concrete Parking Lots," published by the American Concrete Institute4. At the truck courts of the buildings where the pavement abuts the buildings, it is recommended that the last six inches of pavement be swept up one to three inches to decrease the chances of water ponding adjacent to the buildings. The above sections are based on the stated analysis and traffic conditions. The pavement designer, typically the civil engineer, should review the anticipated traffic with the building owner or end user. This includes the locations of fire lanes with respect to truck ingress/egress through entrances, trailer storage, and the truck aprons and docks. If the anticipated traffic will vary from the stated values above, this office can provide alternative sections upon request. Additional thickness or subgrade stabilization may be required to meet the City of Forth Worth development code. a "Guide for Design and Construction of Concrete Parking Lots" (1987). American Concrete Institute, Publication MSP 34, Silver Spring, MD. Project No. 25171 - 33 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP Pavement Joints Detailing of the pavement is beyond the proposed scope of geotechnical services. However, the following discussion is offered to assist the pavement designer and reduce some of the typical ambiguity associated with joint detailing. There are four common types of pavement joints: contraction or saw joints, isolation joints, construction joints, and expansion joints. Each of these are defined and discussed in the following paragraphs. Contraction Joints — Contraction or saw joints are installed in concrete to reduce the potential for random shrinkage cracks associated with drying of the plastic concrete. Concrete shrinks (contracts) at an approximate rate varying from 0.0002 inch/inch to .0008 inch/inch, dependent upon the specific water to cement ratio. The higher shrinkage is for a higher water to cement ratio. Using an average coefficient of 0.00047 inch/inch results in 0.56 inches of shrinkage per 100 feet of pavement. The general "rule of thumb" is to space contraction joints three times the concrete thickness, where the thickness is expressed in inches and the spacing is expressed in feet, up to a maximum spacing of 20 feet. For example, a 6-inch thick pavement should have contraction joints spaced at approximately 18 feet on -center. Project No. 25171 - 34 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP The joint is commonly constructed by sawing a groove to a depth of approximately 1/3 the thickness of the slab. The purpose of this groove is to create a weakened plane, thus inducing a shrinkage crack to form. The weakened plane must be constructed while the concrete remains relatively plastic, generally within the first four to six hours of placement, or else shrinkage cracks will have already formed. A limited amount of mild steel is generally used to reduce formation of random contraction joints. The typical amount of steel is #3 reinforcing bars (metric #10) at approximately 24 inches on -center for 5- and 6-inch pavement. The spacing is typically reduced to 18 inches on - center for pavements of 7-inch thickness or greater. Local practice is to extend the reinforcing uninterrupted through the saw joint. This practice can restrict formation of the joint, leading to an increase in the potential for shrinkage cracks occurring outside the formed joint. This practice is however, beneficial from an expansive soil perspective in that it reduces the potential for opening of un-reinforced joints associated with heave of the subgrade. Isolation Joints — Isolation joints are placed in concrete to separate various elements. For example, an isolation joint is generally used where concrete pavement abuts the building foundation. There is generally no structural connection between the two constructed elements. Project No. 25171 - 35 - November 29, 2023 REEE3 E rl G I Pl E E R I rlCM G R O U P Construction Joints — Construction joints are required by the contractor to delineate various placement operations. An example of atypical construction joint is the bulkhead at the end of a pour, or the bulkhead used to delineate individual pour strips. Transfer of stress through a typical contraction (saw) joint is a result of interlocking of the concrete aggregate in the non -sawed portion of the joint and the steel traversing the joint. Because the construction joint is formed, there is no interlocking of the concrete aggregate. For this reason, it is recommended that as a minimum, the quantity of contraction steel be doubled through a construction joint. For example, if the contraction steel is equal to #3 bars at 18 inches on -center, it is recommended that additional #3 bars be added, spaced 9 inches from the contraction steel. The added bars should be a minimum of three feet in length centered at the formed j oint. Alternatively, smooth dowels can be used to increase the amount of reinforcing through the construction joint. The amount of dowel steel varies and should be detailed by the pavement designer. Expansion Joints — Expansion joints are used in concrete to allow for thermal expansion and or contraction. The thermal coefficient of concrete varies dependent upon the coarse aggregate from approximately 6.6 x 10-6/017 for quartz to 3.8 x 10-6/017 for limestone. The majority of coarse aggregate used in concrete within the North Texas region consists of limestone, therefore the lower value of the thermal coefficient is considered to be applicable. Use of 3.8 x 10-6/°F Project No. 25171 - 36 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM G P9 OLJP results in an estimated 0.46 inches of expansion or contraction per 100 feet of concrete per 100017 change in the concrete temperature. Based on the calculation presented for the average plastic shrinkage, the potential for thermal expansion (0.46 inches per 100 feet of concrete per 100017) is less than the average anticipated plastic shrinkage (0.56 inches per 100 feet of concrete). In conclusion, the above analysis indicates that for the average construction project and where limestone is used for the coarse aggregate, the need for expansion joints is limited in most areas of the pavement, provided contraction joints are active (i.e., allowed to open by limiting reinforcing). However, consideration should be given to placing expansion joints in specific areas of the pavement slabs, particularly where relatively small pavement sections are confined by two large, rigid elements such as entrance drives bounded by large parking lots on both sides. Construction Observation and Testing Frequency It is recommended the following items (as a minimum) be observed and tested by a representative of this office during construction. Observation: • Fill placement and compaction. • Pier construction and concrete placement. Project No. 25171 - 37 - November 29, 2023 REEE3 E rl G I Pl i= E R I rlM GsaOL_IP Testinz: • Earthwork • One test per 5,000 square feet per lift within fills below the buildings. • One test per 10,000 square feet per lift within fills in the paving areas. • One test per 150 linear feet per lift in utility and grade beam backfill. The purpose of the recommended observation and testing is to confirm the proper foundation bearing stratum and the earthwork and building pad construction procedures. Project No. 25171 - 38 - November 29, 2023 CANTRELL SANSOM ROAD a - CB-1 B-16 BUILDI 6A IIJ 131,040 SF 8 -B- REI.USE 122,640SF B-3 B 9- it S i i � ��I 40 '-FFFTMTFrnIJIIIIIIIIIU[ will 11 B-1 8( B-�l 9 i E- 1-0 B-4 B-1 1'- II '2-,L,46-"`EF B-13 B-14: owq I USE _7 0 90, 180' 360' WAREHO 188,460SF B-5 B-6 B-15 REEID ENGINEERING C3- R 0 U P Vw MAL CONLTAKS PLAN OF BORINGS B-21 �B 21 OfficeMare house Buildings L - Cantrell Sansom Road Fort Worth, Texas Project No. 25171 PLATE 1 REED ENGINEERING GROUP Office/Warehouse Buildings Project Number 25171 : Cantrell Sansom Road Date Completed : 9/13/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests o o .v Depth E o Blows per Foot - 10 20 30 40 50 60 Elev. (ft) m a m J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ /SILTY CLAY, dark brown, hard, w/trace of limestone fragments (CH) LIMESTONE, tan, hard to very hard, weathered 100 Blows =:1 inch -w/some silty clay seams from 4' to 5' 5— — — -w/severely weathered calcareous shale seam @ 7.5' 109. Blows =:1 inch LIMESTONE, gray, very hard, w/some soft calcareous shale 10 seams — — LIMESTONE, gray, very hard 100 Blows:= 1/2:inch \-refusal @ 13' Total Depth = 13 feet 15— Dry after 5 minutes. Dry & blocked @ 13' @ end of day. Dry & blocked @ 13' on 9/14/2023. 20 — BORING LOG B-01 PLATE 2 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Office/Warehouse Buildings Project Number : 25171 Cantrell Sansom Road Date Completed : 9/13/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests Depth E o o .v Q o Blows per Foot - 10 20 30 40 50 60 Elev. (ft) m a m J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ / SILTY CLAY, dark brown, hard (CH) 1 LIMESTONE PARTICLES & FRAGMENTS in a silty clay matrix 0 (weathered limestone) (GP) LIMESTONE, tan, hard to very hard, weathered 5� 100 Blows:= 1/2:ineh — -w/severely weathered calcareous shale seams @ 6.5' -w/severely weathered calcareous shale seam below 8.5' LIMESTONE, gray, very hard, w/some soft calcareous shale 10 seams 109. Blows =:1 inch \ IOU. Blows =:1 inch 15— Total Depth = 14 feet Dry after 5 minutes. Dry & blocked @ 12-1/2' @ end of day. Dry & blocked @ 12' on 9/14/2023. 20 — BORING LOG B-02 PLATE 3 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Office/Warehouse Buildings Project Number : 25171 Cantrell Sansom Road Date Completed : 9/13/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests Depth E o o .v Q o Blows per Foot - 10 20 30 40 50 60 Elev. (ft) m a m J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ / SILTY CLAY, dark brown, hard (CH) LIMESTONE, tan, hard to very hard, weathered 100 Blows:= 1/2:inch SILTY CLAY, light brown (severely weathered calcareous shale) (CH - CL) 5— — — LIMESTONE, tan, hard to very hard, weathered -w/severely weathered calcareous shale seam @ 7' 'EOQ Blows =:1 Inch LIMESTONE, gray, very hard 10— — — \ IOU. Blows =:1 inch 15— Total Depth = 14 feet - Dry after 5 minutes. Dry & blocked @ 12-1/2' @ end of day. Dry & blocked @ 12-1/2' on 9/14/2023. 20 — BORING LOG B-03 PLATE 4 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Office/Warehouse Buildings Project Number : 25171 Cantrell Sansom Road Date Completed : 9/13/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests Depth E o o .v Q o Blows per Foot - 10 20 30 40 50 60 Elev. (ft) m a m J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ / SILTY CLAY, dark brown, hard, w/trace of limestone particles / (CH) / -w/some limestone particles below 1.5' 1 LIMESTONE PARTICLES & FRAGMENTS in a silty clay matrix 0 (weathered limestone) (GP) LIMESTONE, tan, hard to very hard, weathered ' 5 V IOU. Blows =:1 inch — -w/severely weathered calcareous shale seam @ 7' LIMESTONE, gray, very hard 10- : 100 Blows:= 1/2:in�h -w/6" soft calcareous shale seam below 10.5' \ IOU. Blows =:1 inch 15— Total Depth = 14 feet Dry after 5 minutes. Dry & blocked @ 13' @ end of day. Dry & blocked @ 13' on 9/14/2023. 20 — BORING LOG B-04 PLATE 5 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Office/Warehouse Buildings Project Number : 25171 Cantrell Sansom Road Date Completed : 9/13/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests Depth E o o .v Q o Blows per Foot - 10 20 30 40 50 60 Elev. (ft) m a m J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ ` GRAVEL (Fill) (GP) / z SILTY CLAY, dark brown, very stiff (Fill) (CL) SILTY CLAY, brown, stiff, w/calcareous concretions (CH - CL) LIMESTONE, tan, hard to very hard, weathered 109. Blows =:1 inch 5— — — -w/severely weathered calcareous shale seam @ 6' -w/severely weathered calcareous shale @ 7.5' 1:OO:13I6w$=:1-1/2:inches 10— — — LIMESTONE, gray, very hard \/ IOU. Blows =i 1 inch Total Depth - 16 feat Dry after 5 minutes. Dry & blocked @ 15' @ end of day. Dry & blocked @ 15' on 9/14/2023. 20 — BORING LOG B-05 PLATE 6 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Office/Warehouse Buildings Project Number : 25171 Cantrell Sansom Road Date Completed : 9/13/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests Depth E o o .v Q o DESCRIPTION OF STRATA Blows per Foot - 10 20 30 40 50 60 Elev. (ft) m U) a m J (9 Pocket Penetrometer Readings (ft) Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ GRAVEL (Fill) (GP) SANDY CLAY,brown, hard, w/gravel & asphalt (Fill) (CL - CH) — / LIMESTONE, tan, hard to very hard, w/severely weathered calcareous shale seams, weathered : 100 Blows:= 1/2:ins 5— — — 1:00:13I6w$=:1-1/2:indhes 10— — — LIMESTONE, gray, very hard, w/soft calcareous shale seams 15— — — \/ 109. Blows =:1 inch Total Depth = 17 feet - Dry after 5 minutes. Dry & blocked @ 15-1/2' @ end of day. Dry & blocked @ 15-1/2' on 9/14/2023. 20— BORING LOG B-06 PLATE 7 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING Office/Warehouse Buildings GROUP Project Number : 25171 Cantrell Sansom Road Date Completed: 11/10/2023 Fort Worth, Texas Location: See Plate 1 Depth E o o .v Q o DESCRIPTION OF STRATA Standard Penetration I ests Blows per Foot - 10 20 30 40 50 60 Elev. (ft) m U) a m J (9 Pocket Penetrometer Readings (ft) Tons Per Sq Ft - * /SILTY CLAY, dark brown & brown, very stiff, w/trace of 1 2 3 4 4 5+ 4 5++ / calcareous concretions, sand & gravel (Fill) (CH) SILTY CLAY, dark brown, stiff to very stiff (CH) 5— — — 7- GRAVELLY CLAY, brown (CH - CL) \ / / CALCAREOUS CLAY, light brown, hard, w/limestone seams (severely weathered limestone) (CL) 107 15—� LIMESTONE, gray, very hard, w/soft shale seams \ 1:00:13I6w$=:1-1/2:indhes 20 Total Depth = 20 feet Dry after 6 minutes. Dry & blocked @ 18' @ end of day. BORING LOG B-07 PLATE 8 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Office/Warehouse Buildings : Project Number 25171 Cantrell Sansom Road Date Completed : 11/8/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests o o .v Depth E o Blows per Foot - 10 20 30 40 50 60 Elev. (ft) m a m J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ / SILTY CLAY, dark brown, stiff to very stiff (CH) LIMESTONE, tan, hard to very hard, weathered is \/Va er level on 1:1/iO/2023 100 Blows:= 1/2:ineh 57 — — SILTY CLAY, brownish -yellow, w/some iron stains \ (severely weathered calcareous shale) (CH) LIMESTONE, tan, hard to very hard, weathered 100 Blows:= 1/2:inch 10— — — LIMESTONE, gray, very hard 15— — — 100 Blows:= 1/2:inch Total Depth = 17 feet - Dry after 6 minutes. Dry & blocked @ 16' @ end of day. Water @ 2' & blocked @ 12' on 1 1/ 10/2023. 20— BORING LOG B-08 PLATE 9 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Project Number : 25171 Office/Warehouse Buildings Cantrell Sansom Road Date Completed: 11/10/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests Blows per Foot - o o .v Depth E o 10 20 30 40 50 60 Elev. (ft) m a m J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ / SILTY CLAY, dark brown, stiff (CH) \ LIMESTONE FRAGMENTS °� (weathered limestone) (GP) LIMESTONE, tan, hard to very hard, w/calcareous clay seams, weathered 100 Blows:= 2 inches 5— — — SILTY CLAY, brownish -yellow, w/some iron stains (severely weathered calcareous shale) (CH - CL) LIMESTONE, tan, hard to very hard, w/calcareous clay seams, weathered 100 Blows:= 1/2:inch 10� — — LIMESTONE, gray, very hard 15— — — 100 Blows:= 1/2:inch Total Depth = 17 feet - Dry after 6 minutes. Dry & blocked @ 17' @ end of day. 20— BORING LOG B-09 PLATE 10 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Office/Warehouse Buildings Project Number : 25171 Cantrell Sansom Road Date Completed : 11/8/2023 Fort Worth, Texas Location: See Plate 1 o Standard Penetration I ests Blows per Foot - Depth E (ft) m o .v Q o a m J DESCRIPTION OF STRATA 10 20 30 40 50 60 Elev. Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ / SILTY CLAY, dark brown, very stiff (CH) -w/limestone particles below 1' / SILTY CLAY, brown, stiff to very stiff, w/limestone particles (CL) jVV T' level on 1:1/ 10/2023 /SILTY CLAY, light brown, medium stiff to stiff, w/limestone fragments (CL) LIMESTONE, tan, hard to very hard, weathered 5� — 100 Blows:= 1/2:ineh — \ -w/brownish-yellow silty clay seams below 5.5' 10� — 109. Blows =:1 inch — LIMESTONE, gray, very hard 15— — — 100 Blows:= 1/2:inch Total Depth = 17 feet - Dry after 6 minutes. Dry & blocked @ 17' @ end of day. Water @ 3' & blocked @ 13-1/2' on 11/10/2023. 20— BORING LOG B-10 PLATE 11 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Project Number : 25171 Office/Warehouse Buildings Cantrell Sansom Road Date Completed: 11/10/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests Blows per Foot - o o .v Depth E Q o 10 20 30 40 50 60 Elev. (ft) m a m J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ / SILTY CLAY, dark brown, stiff to very stiff (CH) -w/trace of calcareous concretions & sand below 1.5' LIMESTONE, tan, hard to very hard, w/some silty clay seams, weathered : 100 Blows:= 1/2:inch 5— — — 100 Blovvs:= 2 inches 10� — — LIMESTONE, gray, very hard -w/trace of soft shale seams @ 14.5' 15— — — 100 Blows:= 1/2:inch Total Depth = 17 feet - Dry after 6 minutes. Dry & blocked @ 16-1/2' @ end of day. 20— BORING LOG B-11 PLATE 12 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Office/Warehouse Buildings Project Number : 25171 Cantrell Sansom Road Date Completed : 10/31/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests Depth E o o .v Q o DESCRIPTION OF STRATA Blows per Foot - 10 20 30 40 50 60 Elev. (ft) m U) a m J (9 Pocket Penetrometer Readings (ft) Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ SANDY GRAVEL, brown (Fill) (GP) SILTY CLAY, brown, hard, w/some sand & gravel (CL) 7 LIMESTONE, tan, hard to very hard, w/calcareous clay seams & layers, weathered is IOU. Blows =:1 inch Waterlevel on 11/9/2029 5— — — 1:00:Blow$=:1-1/2:inches 10� — — LIMESTONE, gray, very hard, w/soft shale seams & layers 15— — — \/ 109. Blows =:1 inch Total Depth = 17 feet - Dry after 6 minutes. Dry & blocked @ 16-1/2' @ end of day. Water @ 4' & blocked @ 8-1/2' on 11/9/2023. 20— BORING LOG B-12 PLATE 13 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Office/Warehouse Buildings Project Number : 25171 Cantrell Sansom Road Date Completed: 11/10/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests Depth E o o .v Q o Blows per Foot - 10 20 30 40 50 60 Elev. (ft) m a m J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ /SILTY CLAY, dark brown, very stiff to hard, w/trace of calcareous / concretions & sand (CH) -w/gravel @ 3'- /SILTY CLAY, light brown, stiff to very stiff, w/calcareous concretions & sand (CL - CH) LIMESTONE, tan, hard to very hard, w/calcareous clay seams, 5 �. weathered — — 7 LIMESTONE, tan & gray, hard to very hard, w/soft shale seams, ' 10� weathered — : 100 Blows:= 2 inches — LIMESTONE, gray, very hard 15— — — 100 Blows:= 1/2:inch Total Depth = 17 feet - Dry after 6 minutes. Dry & blocked @ 16' @ end of day. 20— BORING LOG B-13 PLATE 14 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Project Number : 25171 Date Completed : 10/31/2023 Depth Q o o tcy (ft) m 2 a m J (n _. cr) 67M 10 V 7 Office/Warehouse Buildings Cantrell Sansom Road Fort Worth, Texas DESCRIPTION OF STRATA / SILTY CLAY, dark brown, very stiff, w/trace of sand (CH) -w/gravel below 2.5' j/ SILTY CLAY, light brown, medium stiff to stiff, w/some sand & gravel (CL) -w/gravel below 5' LIMESTONE, tan, hard to very hard, w/calcareous clay seams & layers, weathered LIMESTONE, gray, very hard Total Depth = 15 feet - Dry after 5 minutes. Dry & blocked @ 13' @ end of day. Water @ 5' & blocked @ 8-1/2' on 1 1/9/2023. r'� BORING LOG B-14 Location: See Plate 1 PLATE 15 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Office/Warehouse Buildings Project Number : 25171 Cantrell Sansom Road Date Completed : 10/31/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests Depth E o o .v o Blows per Foot - 10 20 30 40 50 60 Elev. (ft) m a m J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ /SILTY CLAY, dark brown, very stiff, w/trace of sand & gravel (CH) CLAY, light brown & brownish -yellow, stiff to very stiff, /SILTY vv,�- A «grave /�i - � \ / _ is . Water' v l on 11%9/2029 -w/gravel @ 4.5' EOQ B ows =1 inch 5 LIMESTONE, tan, hard to very hard, w/calcareous clay seams, - weathered 10� - 109. Blows =:1 inch - LIMESTONE, gray, very hard 15—� - 100 Blows:1/2:inch Total Depth - 16 feat Water @ 11-1/2' after 5 minutes. Water @ 11-1/2' & blocked @ 12' @ end of day. Water @ 4' & blocked @ 9-1/2' on 11/9/2023. 20 - BORING LOG B-15 PLATE 16 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Office/Warehouse Buildings Project Number : 25171 Cantrell Sansom Road Date Completed: 11/10/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests Depth E o o .v Q o Blows per Foot - 10 20 30 40 50 60 Elev. (ft) m a m J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ / SILTY CLAY, dark brown, stiff to very stiff (CH) LIMESTONE PARTICLES & FRAGMENTS 0 (weathered limestone) (GP) LIMESTONE, tan, hard to very hard, weathered 5 V / — : 100 Blows:= 1/2:ineh Total Depth = 6 feet Dry after 5 minutes. Dry & blocked @ 6' @ end of day. 10- 15- 20 — BORING LOG B-16 PLATE 17 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Project Number : 25171 Office/Warehouse Buildings Cantrell Sansom Road Date Completed: 11/10/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests Blows per Foot - o o .v Depth E Q o 10 20 30 40 50 60 Elev. (ft) m a m J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ /SILTY CLAY, dark brown, stiff, w/trace of calcareous concretions (CH) \ LIMESTONE PARTICLES & FRAGMENTS, w/trace of dark 0 brown silty clay (weathered limestone) (GP) �— LIMESTONE, tan, hard to very hard, w/some calcareous clay /- seams. weathered 5 — — \/ 10Q Blows =:1 inch Total Depth = 6 feet Dry after 3 minutes. Dry & blocked @ 6' @ end of day. 10- 15- 20 — BORING LOG B-17 PLATE 18 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Project Number 25171 Office/Warehouse Buildings : Cantrell Sansom Road Date Completed : 11/8/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests Blows per Foot - o o .v Depth E Q o 10 20 30 40 50 60 Elev. (ft) m a m J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ ore, SILTY CLAY, dark brown, very stiff to stiff, w/trace of limestone particles (CH) -w/light brown & limestone fragments below 2.5' LIMESTONE, tan, hard to very hard, w/silty clay seams, fractured, weathered 5� 1:00:13I6w§=:1-1/2:inches Total Depth = 6 feet - Dry @ completion. 10- 15- 20— BORING LOG B-18 PLATE 19 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Office/Warehouse Buildings Project Number : 25171 Cantrell Sansom Road Date Completed: 11/10/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests Depth E o o .v Q o Blows per Foot - 10 20 30 40 50 60 Elev. (ft) m a m J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ /SILTY CLAY, dark brown, stiff to very stiff, w/trace of calcareous / concretions & sand (CH) \ -w/some gravel @ 2.5' LIMESTONE, tan, hard to very hard, weathered 5 — — 100 Blows:= 1/2:inch Total Depth = 6 feet Dry after 3 minutes. Dry & blocked @ 6' @ end of day. 10- 15- 20 — BORING LOG B-19 PLATE 20 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Office/Warehouse Buildings Project Number : 25171 Cantrell Sansom Road Date Completed : 11/9/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests Depth E o o .v Q o Blows per Foot - 10 20 30 40 50 s0 Elev. (ft) m a m J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ Q` o � ASPHALT FRAGMENTS, w/gravel (Fill) % O S / SILTY CLAY, dark brown, very stiff, w/trace of limestone particles LIMESTONE, tan, hard to very hard, weathered \/ 10Q Blows =:1 inch Total Depth = 6 feet Dry after 3 minutes. Dry & blocked @ 6' @ end of day. 10- 15- 20 — BORING LOG B-20 PLATE 21 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GROUP Project Number 25171 Office/Warehouse Buildings : Cantrell Sansom Road Date Completed : 11/9/2023 Fort Worth, Texas Location: See Plate 1 Standard Penetration I ests Blows per Foot - o o .v Depth E Q o 10 20 30 40 50 60 Elev. (ft) m a m J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) U) (9 Tons Per Sq Ft - * 1 2 3 4 4 5+ 4 5++ GRAVELLY SAND, brown, w/some silty clay, fine to coarse :o•:.� (Fill) (SC) SILTY CLAY, brown, very stiff, w/trace of calcareous concretions OF (CH) / SILTY CLAY, light brown, stiff, w/limestone particles (CL - SC) } LIMESTONE, tan, hard to very hard, weathered 100 Blows:= 1/2ineh Total Depth = 6 feet - Dry after 3 minutes. Dry & blocked @ 6' @ end of day. 10- 15- 20 — BORING LOG B-21 PLATE 22 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING REED ENGINEERING GROUP Project Number 25171 Office/Warehouse Buildings GROUP Cantrell Sansom Road Date Completed 9/13/2023 Fort Worth, Texas Location See Plate 1 Fill n o o SPT N VALUE® Type of FIII 1��tY m 0 DESCRIPTION OF STRATA �o zo so 40 so so Elev. ft () U) Pocket Penetrometer Readings Tons Per Sq Ft -YE 4, 4.b" SILTY CLAY, dark brown, hard, w/trace of limestone fragments (CH) Clay (CL) (LL<50) / LIMESTONE, tan, hard to very hard, weathered / 100 81ows 1:inch: ® Clay (CH) SILT (ML) - (LL<50) ® SILT (LL>50)0) -w/some silty clay seams from 4' to 5' 5— CLAYEY SAND / (SC) • 190 $lows = 1inch SILTY SAND(SM) -w/severely weathered calcareous shale seam @ 7 5' SAND (SP-SW LIMESTONE, gray, very hard, w/some soft calcareous shale seams CLAYEY GRAVEL (GRAVELLY CLAY) 0 o �o GRAVEL (G P-G W) o D LIMESTONE, gray, very hard - (weathered) SHALE (unweathered) 100 BloWs;= 1/2 inch T -refusal @ 13' ® (weathered) LIMESTONE (unweathered) Total Depth = 13 ft Dry after 5 minutes Dry & blocked @ 13' @ end of day Dry & blocked @ 13' on 9/14/2023 (weathered) P. SANDSTONE • (unweathered) BORING LOG B-01 PLATE 2 GEOTECHNICAL CONSULTANTS -- UNDISTURBED STANDARD (Shelby Tube& PENETRATION NX-Core) TEST � =Water level at time of drilling. THD CONE DISTURBED PENETROMETER 1 = Subsequent water level and date. TEST KEYS TO SYMBOLS USED ON BORING LOGS PLATE 23 GEOTECHNICAL CONSULTANTS RFFII FNC,INEERINC, GROUP COHESIONLESS SOILS SPT N-Values Relative (blows / foot) Density 0 - 4 .....................Very Loose 4 - 10 ..................... Loose 10 - 30 .....................Medium Dense 30 - 50 .....................Dense 50+ .....................Very Dense HARDNESS Very Soft .............. Soft ...................... Moderately Hard ... Hard..................... Very Hard ............ SOIL PROPERTIES COHESIVE SOILS Pocket Penetrometer Consistency (T.S.F.) <0.25 .................... Very Soft 0.25-0.50 ............... Loose 0.50-1.00 ............... Medium Stiff 1.00-2.00 ............... Stiff 2.00-4.00 ............... Very Stiff 4.00 + .................... Hard ROCK PROPERTIES DIAGNOSTIC FEATURES Can be dented with moderate finger pressure. Can be scratched easily with fingernail. Can be scratched easily with knife but not with fingernail. Can be scratched with knife with some difficulty; can be broken by light to moderate hammer blow. Cannot be scratched with knife; can be broken by repeated heavy hammer blows. DEGREE OF WEATHERING DIAGNOSTIC FEATURES Slightly Weathered ......... Slight discoloration inwards from open fractures. Weathered ...................... Discoloration throughout; weaker minerals decomposed; strength somewhat less than fresh rock; structure preserved. Severely Weathered ....... Most minerals somewhat decomposes; much softer than fresh rock; texture becoming indistict but fabric and structure preserved. Completely Weathered ... Minerals decomposes to soil; rock fabric and structure destroyed (residual soil). KEYS TO DESCRIPTIVE TERMS ON BORING LOGS PLATE 24 GEOTECHNICAL CONSULTANTS Fi E-= F-=i7 Eaf'7 C-I r-i E E Fa im Ci ES F=9LJ LJ F' GEOTECHNICAL INVESTIGATION OFFICEIWAREHOUSE BUILDINGS CANTRELL SANSOM ROAD FORT WORTH, TEXAS Summary of Classification and Index Property Tests Boring Depth No. feet B-1 0.0 - 1.5 B-2 0.0 - 1.5 B-3 0.0 - 1.5 B-4 0.0 - 1.5 B-5 1.5 - 3.0 B-6 1.5 - 3.0 Percent Moisture Liquid Plastic Plasticity Passing Content Limit Limit Index No, 200 (1a) °_ (/o)(/o) (PI) Sieve 12.8 63 25 38 55 14.7 54 24 30 95 13.8 70 25 45 94 13.4 56 21 35 90 20.1 31 19 12 61 13.5 53 22 31 40 SUMMARY OF LABORATORY TEST RESULTS PLATE 25 F-4EEM EMG I1_-1E E FR I M M C-, R o 1_JP GEOTECHNICAL INVESTIGATION OFFICEIWAREHOUSE BUILDINGS CANTRELL SANSOM ROAD FORT WORTH, TEXAS Summary of Classification and Index Property Tests Percent Moisture Liquid PlasticPlasticity Passing Boring Depth Content Limit Limit Index No.200 No. feet (/) (%) (/o) (PI) Sieve B-7 1.5 - 3.0 33.9 -- -- -- 3.0 - 4.5 33.5 72 23 49 -- 4.5 - 6.0 27.5 -- -- -- -- 9.0 - 10.0 16.9 43 17 26 -- B-8 0.0 - 1.5 33.4 61 22 39 -- B-9 0.0 - 1.5 36.4 63 22 41 -- B-10 1.5 - 3.0 20.2 38 19 19 66 3.0 - 4.0 17.7 -- -- -- -- B-11 1.5 - 3.0 31.8 64 20 44 83 B-12 1.5 - 3.0 18.0 37 18 19 88 B-13 1.5 - 3.0 25.0 -- -- -- -- 3.0 - 4.0 19.1 32 17 15 76 B-14 1.5 - 3.0 17.9 59 19 40 58 3.0 - 4.5 19.1 30 18 12 70 4.5 - 5.5 19.9 -- -- -- -- B-15 1.5 - 3.0 14.7 39 19 20 46 3.0 - 4.5 14.8 --- -- -- -- SUMMARY OF LABORATORY TEST RESULTS PLATE 26 FR C3 LA F Project No. Boring No. Depth (ft) Liquid Limit Plasticity Index Cs alpha Percent Swell 3 2 a 3 e,s V Ev W 7 1 0 100 Absorption Pressure Swell Test Initial Final 25171 Moisture Content (°1°) 18.7 22.0 B-7 Penetrometer (tsf) 4.5++ 4.5+ 9-10 Dry Unit Weight (pcf) 108.6 105.6 43 Specific Gravity 2.71 2.71 26 Vold Ratio 0.557 0.601 0.049 Saturation (%) 91 99 0.49 Spec. Volume 0.57 0.59 2.8 Swell Pressure (psf) 1,940 250 1000 Restraining Swell Pressure (psf) 0,595 m 0.590 E 0.585 0.580 � 0.575 0.570 18.0 19.0 20.0 21.0 22.0 1 Moisture Content (%) ABSORPTION PRESSURE SWELL TEST 10000 f 23.0 PLATE 27 .A I I I I I I S I ��111 I I I I I I I I I 1�11u1' T E r Custom i r' I•.: - I I IS TELEHANDLERS I I I I I I I I I T "r GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103930 Revised July 1, 2011 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Nafex Way Development STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103930 Revised July 1, 2011 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 IApprovall Spec No. IClasssification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) I 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM 132240/13412/13792 I 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 I 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH I 1126199 33 05 13 HOPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area I 5/13105 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System I Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) I I 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowthe ASTM 3753 Non -traffic area I 08/30/06 I 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area I Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) I33 05 13 IManhole Frames and Covers I Westem Iron Works, Bass & Hays Foundry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) " 3305 13 Manhole Frames and Covers Westem Iron Works, Bass & Hays Foundry 30024 24" Dia. * 3305 13 Manhole Frames and Covers McKinley It. Works Inc. A 24 AM 24" Dia. I 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. I 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. I33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N I33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N I33 05 13 Manhole Frames and Covers Pont-A-Moreson GTS-STD 24" the. I33 05 13 Manhole Frames and Covers Neenah Casting 24" the. I 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. I 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. I 01/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASFITO M306-04 30" Dia. I 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH165IFWN & MH16502 30" Dia I 07/19/1 t 3305 13 30" Dia. MH Ring and Cover Star Pipe Products NIH32FTWSS-DC 30" Dia I 08/10/11 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 30" ERGO XL Assembly 10/14/13 3305 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSFITO MI 05 & ASTM A536 30" Dia I 06/01/17 3405 13 30" Dia. MH Rine and Cover (Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. CAP-ONE-30-FTW, Composite, w/ Lock 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hing 30" Dia. 10/07/21 34 O 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. * 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete Tev 1/8/13) * 33 39 10 Manhole, Precast Concrete Hydro Condurt Corp SPL Item -1 ASTM C 478 48" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 12/0S/23 33 39 10 IManhole, Precast Concrete The Tumer Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" OS/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" I 10/27/06 33 39 10 Manhole, Precast Concrete Oldeastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring I I 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" I I 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" I I 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" I I 10/07/21 33 3920 Manhole, Precast (Reinforced Polymer) Concrete Armon-k 48" & 60" I.D. Manhole w/32" Cone 48" & 60" I I 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas I ASTM C-478; ASTM C-923; -1/07/23 33 3920 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C-443 I 03/07/23 33 3920 Manhole, Precast (Reinforced Polymer) Concrete P3 Polymers, RockHardscp 48" & 60" I.D. Manhole w/32" Cone I I 04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Amiteeh USA Meyer Polycrete Pipe I I I I Sewer -(WAC) Wastewater Access Chamber 33 39 40 I I Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious IE1-14 Manhole Rehab Systems Ouadex I 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Relmer MSP E1-14 Manhole Rehab Systems AP/M Permaform I 4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System I 5/12/03 E1-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 I08/30/06 I General Concrete Repair FlexKrete Technologies Vinyl Polyester Reparr Product Misc. Use I * From Original Standard Products List 1 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST (Approval Spec No. IClasssification I Manufacturer Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Spravrog, 12/14/01 Coating for Corrosion protection(Exterior) ERTECH 01/31/06 Coatings for Corrosion Protection Chesterton 8/28/2006 Coatings for Corrosion Protection Warren Environmental 33 01 16, 33 39 10, 03/19/18 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams Water & Sewer - Manhole Inserts - Field Onerations Use Only (Rev 2/3/16) * 33 05 13 Manhole Insert Knutson Enterprises * 3305 13 Manhole Insert South Western Packaging * 33 05 13 Manhole Insert Nofiow-Inflow 09/23/96 3305 13 Manhole Insert Southwestem Packing & Seals, Inc. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. Water & Sewer - Pine Casine Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. 04/22/87 Casing Spacers Cascade Waterworks Manufacturing 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator 05/10/11 Stainless Steel Casing Spacer Powerseal 03/19/18 Casing Spacers BWM 03/19/18 Casing Spacers BWM 03/29/22 3305 13 Casing Spacers CCI Pipeline Systems Water & Sewer - PiDes/Ductile Iron 33-11-10(1/8/13) Model No. National Spec Spray Wall Polyurethane Coating ASTM D639/D790 Series 20230 and 2100 (Asphatic Emulsion) Arc 791, S1BB, Sl, S2 Acid Resistance Test S-301 and M-301 RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) Made to Order - Plastic ASTM D 1248 Made to Order - Plastic ASTM D 1248 Made to Order - Plastic ASTM D 1248 Lifesaver - Stainless Steel TetherLok- Stainless Steel Carbon Steel Spacers, Model SI Stainless Steel Spacer, Model SSI Casing Spacers Stainless Steel Casing Spacer Coated Steel Casin Spacers 4810 Powerchock SS-12 Casing Spacer(Stainless Steel) FB-12 Casing Spacer (Coated Carbon Steel) for Non_rressme Pipe and Grouted Casing CSC12, CSS12 * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 08/24/18 33 11 10 Ductile It. Pipe American Ductile Iron Pipe Co. American Futile Pipe (Bell Spigot) AW WA C150, C151 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AW WA C150, C151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatin¢s/Enoxv 33-39-60 (01/08/13) 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 21ORS LA County #210-1.33 12/14/01 Epoxy Lining System Enech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pipe Coating Induron Protean 401 ASTM B-117 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer - Coatin¢s/Polvurethane Updated:12/29/2023 Size Structures Only Sewer Applications Sealer Applications For Exterior Coating of Concrete Structures Only For 24" dia. For 24" dia. For 24" dia. For 24" dia. For 24" dia Up to 48" Up to 48" Up to 48" 3" fl m 24" 4" thm 30" 4" thm 30" Ductile Iron Pipe Only Sewer Applications Sealer Applications Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2" Sewer - Pines/Concrete * E:- Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 * E I-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 * E I-04 Conc. Pipe, Reinforced Hanson Concrete Products - - - -, - ASTM C 76 * E I-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pine Enlarement Svstem (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene PIM CorP.. Piscata WaY, N.J. Approved Previously McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously * From Original Standard Products List 2 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 (Approval Spec No. )Classsification Manufacturer Model No. National Spec Size Sewer- PiDe/Fiber0ass Reinforced/33-31-13(1/8/13) 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Helios Pipe (Non -Pressure) ASTM D3262/D3754 03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754 04/09/21 3331 13 Glass -Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754 03/07/23 3331 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberstrong FRP ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45 Sewer - PiDe/Polvmer PIDe 4/14/05 Polymer Modified Concrete Pioe Anech USA MPolwrete Pipe ASTM C33, A276, -17 8" to 102", Class V 06/09/10 EI-9 Reinforced Polvmer Concrete Pipe UmS Composite Pipe Reinforcedeyer Polymer Concrete Pioe ASTM C-76 Sewer - PiDes/HDPE 33-31-23(1/8/13) * High -density polyethylene pipe Phillips Driswpipe, Inc. Ovticore Ductile Polyethylene Pipe ASTM D 1248 8" * High -density polyethylene pipe Plexco Inc. ASTM D 1248 8" * High -density polyethylene pipe Polly Pipe, Inc. ASTMD 1248 8" High -density Polyethylene pipe CSR Hydro Conduit/Pioeline Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-13 DR -Id PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AW WA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thru 12" Sewer - PiDes/PVC* 33-31-20 (7/1/13), * 33-31-20 PVC Sewer Pioe 1-M Manufacturing Co., Inc. (JM Eagle) SDR-26 (PS115) ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pioe Diamond Plastics Corporation SDR-26 (PS115) ASTM D 3034 4" thin 15" * 33-31-20 PVC Sewer Pioe Lamson Vylm Pipe SDR-26 (PSI 15) ASTM D 3034 4" thm 15" 12/05/23 33-31-20 PVC Sewer Pie Vin (tech PVC Pie SDR-26 PS115 ASTM D3034 4" thm 15" 12/05/23 33-31-20 PVC Sewer Pie Vin ltech PVC Pie Grovi Sewer PS 115 ASTM F 679 18" * 33-31-20 PVC Sewer PiJje J-M Manufacmrinv�Co, Inc (JM Eagle) PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plashes Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 (PS 115) Gasket Finings ASTM D-3034, D-1784, etc 4" - 15" * 33-31-20 PVC Sewer Fittings Plastic Trends, Ine.(Westlak) Gasketed PVC Sewer Main Fittings ASTM D 3034 1 3/19/2018 33 3120 PVC Sewer Pipe Pipelife Jet Stream SDR 26 (PS 115) ASTM F679 18"- 24" 1 3/19/2018 33 3120 PVC Sewer PTe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 11" 1 3/29/2019 33 3120 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 1 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" 1 10/22/2020 33 3120 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 1 10/21/2020 333120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 PS 115 ASTM F-679 18"-36" Sewer - PiDes/Rehab/CIPP 33-31-12 (01/18/131 * Cured in Place Pioe In in— Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pioe National Envirotech Group National Liner, (SPL) Item #27 ASF-1216/D-5813 05/29/96 Cured in Place Pipe Remolds Inc/Inliner Technol" (Inliner USA) Inlmer Technology ASTM F 1216 Sewer - Piues/Rehab/Fold & Form * Fold and Form Pipe Cullum Pipe Systems, hic. 11/03/98 Fold and Form Pipe Insimform Technologies, Inc. Insituform "NuPine" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultralner Ultraliner PVC Alloy Pipelmer ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Com. EX Method ASTM F-1504, F-1947 UP to 18" diameter Sewer - PiDeS/ODen PCoelle Laree Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48" 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" E100-2 PVC Sewer Pipe, Ribbed Up -or ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite UP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60" * From Original Standard Products List 3 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 (Approval Spec No. IClasssification Manufacturer Model No. National Spec Size Water - Aoour-enances 33-12-10 (07/01/13) 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blau 4317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Powerseal 3450AS, Incl. Corp. Stop, ON Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 61 OMT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1'/:" and 2" FB600-7NL, FB1600-7-NL, FV23-777-W-NL, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. -2-7-L AWWA C800 2" FB600-6-NL, FB1600-6-NL, FV23-666-W- 1111018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, L22-66NL AWWA C800 - ^' FB600-4-NL, FB1600-4-NL, B11-444-WR- 1111.1. 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, B22444-WR-NL, L28-44NL AWWA C800 I " 13-25000N, B-24277N-3, B-20200N-3, H- AWWA C800, ANSF 61, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSI/NSF 372 _ B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSF 61, 1111.1. 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-1/3" B-25000N, B-20200N-3,H-15000N, H- AWWA C800, ANSF 61, 1111.1. 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 V 01/26/00 Coated Tapping Saddle with Double SS Straps 1CM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) 1CM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) 1CM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 up to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts. Nuts. and Gaskets 33-11-05 (01/08/13). Water - Combination Air Release 33-31-70 (01/08/13) * E1-11 Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" * E1-11 [rarbombination inationAir Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 11" 1" & 2" E1-11 ombination Air Release Valve Valve and Primer Corp. APCO 4143C, #145C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hvdrants 33-1240 (01/15/14) 10/01/87 E-1-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 0.1.7 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 l0/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurion AWWA C-502 Shop Drawing FH-12 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250 Water - Meters 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AW WA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List 4 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 IApprovall Spec No. IClasssification Manufacturer Model No. National Spec Size Water - Pines/PVC (Pressure Water) 33-31-70 (01/08/13) AWWA C900, AW WA C605, 12/05/23 33-I1-12 PVC Pressure Pie Vin loch PVC Pipe DR14 ASTM D1784 V-16" AWWA C900, AWWA C605, 12/OS/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR18 ASTM D1784 16"-18" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" 1 3/19/2018 3311 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" 1 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Comoration DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" AWWA C900-16 UL 1285 12/6/2018 3311 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 ANSI/NSF 61 4"-28" FM 1612 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 " ° 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4%12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4%12" Water - PlDes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AW WA C153 & C110 * E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittin, @ AWWA C 110 * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Finings, SSB lass 350 AWWA C 153, C 110, C III 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Finings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Finings AWWA C153 4"-12" 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AW WA C111/C153 4" to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Um-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C116/C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA C111/C116/C153 4" to 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AW WA C111/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA C111/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA C111/C153 12" to 24" 08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLDE AWWA C153 4" - 24" 10/12/10 E1-24 Interim Restrained Joint Svstem S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore) Mechanical Joint Fittings AWWA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargnp Series 4000 ASTM A536 AW WA CI I I 11/07/16 33-11-I1 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AW WA CI I I EZ Grip Joint Restraint (EZD) Black For DIP 03/19/18 33-11-I1 Mechanical Joint Retaner Glands SIP Industries(Serampore) ASTM A536 AW WA CI I I 3"-48" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-11-I1 Mechanical Joint Retainer Glands SIP Industries(Serampore) DR14 PVC Pipe ASTM A536 AW WA CI I I 4"-12" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-11-I1 Mechanical Joint Retainer Glands SIP Industries(Serampore) DR18 PVC Pipe ASTM A536 AW WA CI I I 16"-24" Water - Pines/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" 10/24/00 E1-26 Resilient Wedge Gate Valve American Plow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" * E1-26 Resilient Seated Gate Valve M&H 4" - 12" * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16" 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 ReaihentW Gate Valve eGate Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" ote 3) 05/08/91 E1-26 Resilient Seat Valve Stockham Valves & Finings AWWA C 509, ANSI 420 - stem, 4" - * E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Met,,, a1250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) IIIFlowMester Gate Valve & Boxes 08/24/18 Mateo Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" * From Original Standard Products List 5 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 (Approval Spec No. [Classsification Manufacturer Water - PiDes alves & Fittings/Rubber Seated Batter Valve 33-12-21 (07/10/14) Model No. National Spec Size * y E1-30 Rubber Seated Butterfly Valve Hei ry Pratt Co. AW WA C-504 24" * E1-30 Rubber Seated Butterfly Valve Mueller Co. AW WA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AW WA C-504 24" and larger 06/12/03 E1-30 Valmatic American Butterfly Valve Valmanc Valve and Manufacturing Com. Valmatic American Butterfly Valve. AW WA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AW WA C-504 24" to 48" 03/19/18 33 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AW WA C504 Butterfly Valve AW WA C-504 30"-54" Water - Polvethvlene Encasement 33-11-10 (01/08/13) 05/12/05 E1-13 Polyethylene Encasment Fl—ol Packaging Fulton Entemrises AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AW WA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD Water - SamDlinE Station 03/07/23 33 12 50 l Water Sampling Station Eclipse Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50 Water - Automatic Flusher HG6-A-IN-2-BRN-LPRR(Portable) 1.110 Automated Flushing System Mueller Hydroguard HG2-A-IN--2-PVC-018-LPLG(Perinanent) 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800we 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the regmrements of the Technical Specification w 11 override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Yellow Highlight indicates recent changes * From Original Standard Products List CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 9/9/2022 03 3000 Mix Design American Concrete Company, 9/9/2022 03 3000 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Big D Concrete 9/9/2022 03 30 00 Mix Design Big D Concrete 5/2/2023 32 13 13 Mix Design Big D Concrete 9/9/2022 03 30 00 Mix Design Big Town Concrete 9/9/2022 03 3000 Mix Design Big Town Concrete 9/9/2022 03 30 00 Mix Design Bronco Texas 9/9/2022 03 30 00 Mix Design Bronco Texas 9/9/2022 03 30 00 Mix Design Bunco Texas 9/9/2022 03 30 00 Mix Design Bunco Texas 9/9/2022 03 30 00 Mix Design Bunco Texas 9/9/2022 03 30 00 Mix Design Bunco Texas 9/9/2022 03 3000 Mix Design Bunco Texas 9/9/2022 03 3000 Mix Design Bunco Texas 9/9/2022 03 30 00 Mix Design Bunco Texas 9/9/2022 03 30 00 Mix Design Bunco Texas 1/8/2024 03 30 00 Mix Design Bunco Texas 4/1/2024 03 30 00 .is Design Bunco Texas 4/1/2024 03 30 00 Mix Design Bronco Texas 4/1/2024 03 3000 Mix Design Bunco Texas 4/l/2024 03 30 00 mix Design Bunco Texas 4/l/2024 03 30 00 Mix Design Bpmco Texas 4/l/2023 0334 16 Mix Design Bronco Texas 9/92022 03 30 00 Mix Design Carder Concrete 9/92022 03 30 00 Mix Design Carder Concrete 9/92022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Cruder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Dow Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 3000 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Chishohn Trail Redi Mu 9/9/2022 03 30 00 Mix Design City Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps O1JAF382 1000 psi Concrete Base Material for Trench Repair 40CNF065 4000 psi Concrete for Manholes & Utility Structures 45CAF076 4500 psi Concrete for Hand Placed Paying D10000001737 4500 psi Concrete for Hand Placed Paying D10000001791 4500 psi Concrete for Hand Placed Paying D10000001793 4500 psi Concrete for Hand Placed Paying D10000001 t03 4500 psi Concrete for Hand Placed Paying DIOOO0002 t07 4500 psi Concrete for Hand Placed Paying D10000001273 4500 psi Concrete for Hand Placed Paying D10000001617 3600 psi Concrete for Machine Placed Paving D10000008381 4500 psi Concrete for BES Paving D10000009857 50 psi Flowable Fill - CLSM D1O000001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Chapel Liners, Sidewalks, Driveways, Curb & Gutter D1O000010435 3000 psi Concrete for Sidewalks, Curbs D10000015655 3000 psi Concrete an Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps D1000001615 3600 psi Concrete an Inlets, Boxes, Encasement, Blocking D10000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking D100000010835 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking D10000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking D10000001685 4000 psi Concrete for Valve Pads DIOO00005751 750 Psi Concrete Base for Trench Repair DIOOO0001681 4000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 7SKGRT 3000 psi Concrete for Grouting 14500AE 4500 psi Concrete for High Early Strength Paving CM14520AE 4500 psi Concrete for Hand Placed Paving 452065-1 4500 psi hand placed paving 450065-1 4500 psi hand placed paving 45U500BG 4500 psi Concrete Mix for Hand Placed Paying, Storm Structures 40U553BG 4000 psi Concrete Mix for Machine Placed Paving 55U120AG 4000 psi Concrete Mix for High Early Strength Paving 30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 30U1O1AG 3000 psi Concrete Mix for Flatwork 30U500BG 3000 psi Concrete Mix for Blacking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 40U500BG 4000 psi Concrete Mix fm Storm Drain Structures, Driveways, Screen Walls, Collars 36U500BG 3600 psi Concrete Mu fin Llghti9 and Traffic Signal Fomdations 0BY450BA 800 psi Concrete Mix for Base fm�rench Repair DlY690BF 100 psi Concrete Mix for Flowable Fill 36U502BG / 5.74 Sacks / 3,600 fsi Concrete Mu for Lighting & Traffic Signal Foundations 35U500BG 3500psi Concrete Mu f Crosswalks 30U500BG 3000psi Concrete Mu f Sidewalks 09Y450BA Grout OIY690BF 100 ��jj i Concrete Mix to' Flowable Fill lIU120AG 450ilpsi Concret Mix for 1lg�Early Strength 3000psina, 3 days IOYH50BF 1000 psi Concrete Base Material f Trench Repair FWCC602021 4500 psi concrete fin Hand Placed Paving FWCC552091 3600 psi fr Machine Placed Paving FWCC602091 3600 psi far Machine Placed Paving FWCC359101 Flowable Fill - CLSM FWFF237501 Flowable Fill - CLSM FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches FWCC502021 3500 psi concrete fin Sidewalks, Driveways, Ramps, Crib & Gutter FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 4142 3600 psi Concrete an Curb Inlets, Junction Boxes 4518 4000 psi Concrete for Headwalls, Wingwals 5167 3600 psi Concrete Mix for Machine Placed Paving 4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 4502 3000 psi Concrete Mix f Sidewalks 3759 3000 psi Concrete Mix f Sidewalks 1502 150 phi Cwcrete f Flowable Fill-CLSM 1518 150 Psi Concrete for Flowable Fill-CLSM 5642 4000 psi Concrete fin Storm Drain Structures 6595 5000 psi Concrete Mix for Early Strength Paving 6589 4500 1 Concrete Mix for arly Strength Paving C13020AE �i000 prsi Concrete for Driveways, Curb & Gutter 11-350-FF 50-15 psi Concrete for Flowable Fill-CLSM CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 Cooerefe(Connnued) 9/9/2022 03 3000 Mix Design City Concrete Company 30HA251I 3000 psi Concrete for Rip -Rap 9/9/2022 03 3000 Mix Design City Concrete Company 30HA201I 3000 psi Concrete Mix for Blacking, Sidewalks, Flatwork, Pads 9/9/2022 03 30 00 Mix Design City Concrete Company 45NG25➢ 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design City Concrete Company 50QG251[ 3600 psi Slurry Displaced Drilled Shaft 9/9/2022 03 30 00 Mix Design City Concrete Company 45NA201I4500 pat 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 36JAOOI13600 psi Concrete Mix for Machine Placed Paying 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 De iga City Concrete Company CLNG2511 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 5/5/2023 03 30 00 Mix D.um City Concrete Company CCNA25OAG 3600 psi Concrete for Drilled ShaOsLighting and Traffic Signal Foundations 5/5/2023 03 30 00 Mix Design City Concrete Company CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts 9/9/2022 03 30 00 Mix Design Cow Town Reda Mix 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Mix Design Cow Town Reda Mix 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 0334 13 Mix D-go Cow Town Reda Mix 9 70 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Reda Mix 9-5-2 70 psi Flowable Fill - CLSM 9/9/2022 0334 13 Ma Deama Cow Town Reda Mix 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Reda Mix 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Cow Town Reda Mix 230-8 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Reda Mix 330-58 750 psi Concrete Base Material for Trench Reparr 9/9/2022 03 30 00 Mix Design Cow Town Redr 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 Redr Mix 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TXDOT Retaning Walls 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 260-1 3600 psi Concrete Mix for Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 264-N 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 366 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 370-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 370-lNC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 375-NC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 267 4200 psi Concrete Mix for Manholes and Drainage Structures 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Reda Mix 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redr Mrx 255-2 3000 psi Concrete Mix for (Nets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 257 3600 psi Concrete max for Valley Gutters 11/14/2022 32 13 13 Mix Design Cow Town Reda Mix 357-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 33 13 13 Mix Design Cow Town Reda Mix 257-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 3413 13 Mix Design Cow Town Reda Mix 260-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 35 13 13 Mix Design Cow Town Reda Mix 360-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Reda Mix 355-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Reda Mix 255 3500 psi Concrete Mix for Flotwork, Inlets, Thrust Blocking Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Reda Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs-TXDOT Class S-No Fly Ash 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 357 3600 psi Concrete Mix for Valley Gutters 5/l/2024 03 30 00 Mix Design Cow Town Redr Mix 360-2DS 3600psi Concrete Mix for TXDOT Class C Drilled Shafts 6/21/2023 03 30 00 Mix Design Cow Town Redr Mix 360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation 1/18/2023 03 30 00 Mix Design Cow Town Redr Mix 380-NC 4500 psi Concrete for HES Paying 1/29/2024 34 13 13 Mix Design Estrada Ready Mix 4575AESC / 7.50 Sacks / 4,500 psi (3,000 psi @ 3-day) Concrete for HES Paying 1/29/2024 03 30 00 Mix Design Estrada Ready Mix R3050AEWR / 5.00 Sacks / 3,000 psi Concrete for Sidewalks, Ramps, Inlets, and Manholes 1/29/2024 03 30 00 Mix Design Estrada Ready Mix R3655AEWR / 5.50 Sacks / 3,600 psi Concrete for Headwalls, Wingwalls, and Culverts 1/29/2024 03 30 00 Mix Design Estrada Ready Mix R4060AEWR / 6.00 Sacks / 4,000 psi CQQperete for B gQQ Slabs, Top Slabs, and Approach Slabs 2/6/2024 32 13 13 mix Design Estrada Ready Mix ac6 TD3655AEWR / 5.50 Sacks / 3,600 psi i, ner( for me Placed Paving 1/29/2024 32 13 13 Mix Design Estrada Ready Mix R4560AEWR/ 6.00 Sacks / 4,500 psi Concrete for Hand Placed Paving 2/21/2024 03 30 00 Mix Design Estrada Ready Mix R36575AEWR / 5.76 Sacks / 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Dram 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 Paying 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 higram Concrete & Aggregates 2MWR- I OMQS50N 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design higram Concrete & Aggregates 16IPS5EM 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 CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 Cooere4e(Con inued) 4/7/2023 03 3000 mix Design Ingram Concrete & Aggregates 1OLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Holcrm - SOR, Inc. 5177 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Holcrm - SOR, Ina 1261 3000 psi Concrete Mix for Sidewalks 9/9/2022 4 30 00 Mix Design Holcrm - SOR, Ina 2125 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Holcrm - SOR, Ina 1701 4000 psi Concrete Mix for Storm Dram Structures, Sanitary Sewer Manholes, Junction Box 9/9/2022 03 30 00 Mix Design Holcrm - SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets 9/9/2022 03 30 00 Mix Design Holcrm - SOR, Inc. 5507 4500 psi Concrete Mix for Hand Placed Paving 12/15/2022 3 30 00 Mix Design Holcrm - SOR, hie. 3741 100 psi concrete for flowable fill/CSLM 9/9/2022 04 30 00 Mix Design Holcrm - SOR, hie. 5017 200 psi Concrete for Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Holcrm - SOR, hie. 9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Holcrm - SOR, hie. 1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving 12/5/2022 4 30 00 Mix Design Holcrm - SOR, hie. 1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 4/2/2024 3 30 00 Mix Design Holcrm - SOR, Inc. 5940 3600psi Concrete for Machine Placement 9/9/2022 03 30 00 Mix Design Holcrm - SOR, Inc. 1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 4/2/2024 03 30 00 MixDesign Holcrm - SOR, Inc. 5940-1 4000psi Concrete f Hand Placement 9/9/2022 03 30 00 Mix Design Holcrm - SOR, hie. 1551 3000 psi Concrete Mix for Blocking 4/7/2023 03 30 00 Mix Design Liquid Stone C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways. 4/27/2023 03 30 00 Mix Design Liquid Stone C361DNFA 3,600 psi Concrete for Remaining wall, driveway, junction box apron, approach 4/7/2023 03 30 00 Mix Design Liquid Stone C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 1/24/2023 03 30 00 Mix Design Liquid Stone C45IDHR-A 4500psr Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blacking & Encasement 9/9/2022 03 30 00 Mix Design Martin Manetta FLOW25A 50 psi Concrete for Flowable Fi1VCLSM 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 Manetta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 11/2/2022 32 13 13 Mix Design Martin Marietta Q2141N27 4,000 psi Concrete for Machine Placed paving 11/2/2022 3213 13 Mix Design Martin Marietta Q2141K30 4,000 psi Concrete for Machine Placed Paving 11/2/2022 3213 13 Mix Design Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 33 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 34 13 13 Mix Design Martin Marietta R2146P36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Wets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K34 4,000 psi Concrete for Wets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R214IN24 4,000 psi Concrete for Sidewalks and Ramps 11/2/2022 32 13 13 Mix Design Martin Marietta R214IK24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drum Structures 9/9/2022 03 30 00 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta D9493SC 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2147241 4,500 psi Concrete for Hand Placed Paving 4/1/2023 32 1320 Mix Design Martin Marietta R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks 4/1/2023 03 30 00 Mix Design Martin Marietta R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck 4/1/2023 03 30 00 Mix Design Martin Marietta R2146033 4,000 psi Concrete for Riprap 4/7/2023 32 1320 Mix Design Martin Marietta R2136K14 3,000 psi concrete for sidewalks and ramps 4/7/2023 32 13 13 Mix Design Matra Marietta R2161K70 6,000 psi (3,000 psi (o, 24 his.) for HIS Paving 4/1/2023 03 30 00 Mix Design Martin Marietta 310LBP 3,600 psi Concrete for Retaining Walls 5/22/2023 32 13 13 Ma Design Martin Marietta R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving 4/1/2023 03 30 00 Mix Design Martin Marietta R2141030 4,000 psi Concrete f Ripmp CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 Cooerete(Con inued) 5/3/2023 03 3000 Mix Design Martin Marietta M7842344 4,000 psi Concrete for Bridge Deck 6/1/2023 32 1320 Mix Design Martin Marietta R2136R20 3,000 psi Concrete for Sidewalks and Ramps 6/1/2023 32 1320 Mix Design Martin Marietta R2136N20 3,000 psi Concrete for Sidewalks and Ramps 6/27/2023 03 30 00 Mix Design Martin Marietta U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations 6/27/2023 03 30 00 Mix Design Martin Marietta U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Trafic Signal Foundations 8/4/2023 03 30 00 Mix Design Martin Marietta U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases. 8/4/2023 03 30 00 Mix Design Martin Marietta R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps 8/4/2023 32 1320 Mix Design Martin Marietta R2141R24 / 5.53 / 4,000 psi Concrete for location Box, Box Culvert, Sidewalks and Ramps. 8/4/2023 03 30 00 Mix Design Martin Marietta R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 / 6.17 / 4,500 psi Concrete for Hand Placed Paying 8/30/2023 03 30 00 Mix Design Martin Marietta R2141R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls 8/4/2023 32 13 13 Mix Design Martin Marietta Q2141R27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Paying 11/20/2023 03 30 00 Mix Design Martin Marietta R2146R33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes 11/20/2023 03 30 00 Mix Design Martin Marietta R2146K33 / 6.01 Sacks / 4,000 psi Concrete Mix far CIP Sewer Manholes. 12/22/2023 32 13 13 Mix Design Martin Marietta R2146R44 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Placed Paving 12/22/2023 32 13 13 MixDesign Martin Marietta R2146K44 / 6.60 Sacks / 4,500 psi Concrete Mix f Hand Placed Paying 9/9/2022 32 13 20 Mix Design NCS Reds Mix NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalk 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix I Curb Inlets 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-NY 3000 psi Concrete Mix f Curb Inlets 9/12/2023 03 30 00 Mix Design NBR Ready Mix CLS Pl-YY / 6.00 Sack / 4,000 psi Concrete for Collins, Manholes, Box Culverts 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A-YY / 5.00 Sack / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A -NY/ 5.00 Sack / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-YY / 5.50 Sack / 3,600 psi Concrete for Machine Placed Paying 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF -NY 5.50 Sack / 3,600 psi Concrete for Machine Placed Pavmg 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY / 6.50 Sack / 4,500 psi Concrete for Hand Placed Paying 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-NY / 6.50 Sack / 4,500 psi Cornm a for Hand Placed Paving 10/4/2023 0334 13 Mix Design NBR Ready Mix FTW FLOW FILL / 150 psi concrete for Plowable 4/15/2024 03 3000 Mix Design NBR Ready Mix TX S-NY / 5.50 Sack / 4000psi Concrete Mix for Class S Slab Paying - No Fly Ash 4/15/2024 03 30 00 Mix Design NBR Ready Mix TX S-YY / 4.50 Sacks / 4000psi Concrete Mix for Class S Slab Paying 10/4/2023 32 1320 Mix Design NBR Ready Mix TX E-NY / 470 Sack / 3000psi Concrete for Sidewalks, Thrust, Curbs, CIP 4/15/2024 03 30 00 Mix Design NBR Ready Mix F0020022 / 2.5 Sack / 150pst Concrete for Flow Fill 7/10/2023 03 30 00 Mix Desgg Osbum 30A50MR / 5 SK / 3,000 psi Concrete for Sidewalk 7/10/2023 32 13 13 Mix Design Osburn 45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paying 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM6320ABP 4500 psi Concrete for Hand Placed Paying 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi Concrete for Strom Drain Structures 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5320A 3000 psi Concrete for Blocking 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Rip Rap 9/9/2022 03 30 00 Mix Design Redi-Mix VOJ11524 3000 psi Concrete Mix far Curb & Gutter 9/9/2022 03 34 13 Mix Design Redi-Mix FOC10021 215 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Redi-Mix l OJ11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix l OJ11504 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OL11504 / 6.00 Sack / 4,000 psi Concrete Mix for Sidewalks, Curb & Gutter, Sewer Manhole, Inlets, & Junction Boxes 9/9/2022 03 30 00 Mix Design Redi-Mix IOL11524 / 6.00 Sack / 4,000 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 9/9/2022 03 30 00 Mix Design Redi-Mix IRJ11524 3500 psi Concrete Mix for Thrust Block, 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-m-Place Storm Drum Structures 9/9/2022 03 30 00 Mix Design Redi-Mix IOL115E4 3600 psi Concrete Mix for Bridge substitictures 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 FOD138 VM 100 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Redi-Mix I OR 1554 3000 psi Concrete Mix for Rip -Rap 9/9/2022 03 30 00 Mix Design Redi-Mix POG138K9 1000 psi Concrete Mix f Trench Repair Base Material 9/9/2022 03 3000 Mix Design Redi-Mix 1 OKI 1524 3600 psi Concrete Mix for Encasement 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OKI 1507 4500 psi (2600 psi to, 24 his.) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OKI 1504 5000 psi (3600 psi to, 2 days) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 50KI 1524 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 1OMI 15D4 4500 psi Concrete Mix for Hand Placed Paying, Storm Dram Structures 9/9/2022 03 30 00 Mix Design Redi-Mix 1OM11524 4500 psi Concrete Mix for Hand Placed Paying 9/9/2022 03 30 00 Mix Design Redi-Mix 1OM11504 4500 psi Concrete Mix for Hand Placed Paying 9/9/2022 03 30 00 Mix Design Redi-Mix 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Smartmes 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 IOKI 15C4 3500 psi Concrete for Thrust Block, Valve Pads 12/5/2022 03 30 00 Mix Design Redi-Mix 156115C4 4000 psi Concrete for COP Storm Dram Structures 12/5/2022 03 30 00 Mix Design Redi-Mix 1 OL115C4 3600 psi Concrete for Manhole, htlet, Junction Box, Headwall 5/15/2023 03 30 00 Mix Design Redi-Mix 80LI 15D5 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 5/15/2023 03 30 00 Mix Design Redi-Mix ION115136 Slurry Displacement Shafts, Underwater Drilled shafts 9/9/2022 0334 13 Mix Design SRM Concrete 30000 3,000 psi Concrete for Sidewalk and Ramps, Curb & Gutter 9/9/2022 0334 13 Mix Design SRM Concrete 40050 4,000 psi Concrete far Headwalls, Retaining Wall, Collars 9/9/2022 03 30 00 Mix Design SRM Concrete 35023 3,600 psi Concrete f Machine Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40068 3,600 psi Concrete for Machine Placed Paving CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 Cr—a'(Con inued) 9/9/2022 03 3000 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paying 9/9/2022 03 3000 Mix Design SRM Concrete 45000 4,500 psi Concrete for Hand Placed Paying 9/9/2022 03 30 00 Mix Design SRM Concrete 40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 35022 3,600 psi Concrete for Junction Box, Retaining Walls 9/9/2022 03 30 00 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 2/10/2023 03 30 00 Mix Design SRM Concrete 50310 5,000 psi Concrete for HES Paving 1/13/2023 32 13 13 Mix Design SRM Concrete 45023 4,500 pat Concrete for Hand Placed Paying 4/l/2024 03 30 00 Mix Design SRM Concrete 906 400psi Concrete for Flowable Fill 4/l/2024 03 30 00 Mix Design SRM Concrete 904 150pat Concrete for CLSM Trench Repair 4/l/2024 03 30 00 Mix Design SRM Concrete 910 150pst Concrete for CLSM 4/l/2024 03 30 00 Mix Design SRM Concrete 45050 4500psi Concrete 5/5/2023 03 30 00 Mix Design SRM Concrete D100008553CB 4,000 psi Concrete for Bdudge Approach Slab, Deck Slab 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW60ABP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020ABP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete TCFW6020AEP 4500 psi Concrete Mix for Hand Placed Paying 9/9/2022 03 30 00 MixDesign Tarrant Concrete FW7520AMR 4500 (3000 psi 3-days) psi Concrete HES Paying 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6520AMR 4500 (3000 psi (07, 3-days) psi HES Paying 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 l WFF150CLSM 50-150 psi plowable Fill - CLSM 9/9/2022 0334 13 Mix Design Tarrant Concrete FWFF275 50-150 psi plowable Fdl - CLSM 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020A2 4000 psi Concrete Mix for Stotm Dram Structures 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete CP5020A 3000 psi Concrete Mix for Curb and Gutter 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 9/9/2022 03 30 00 Mix Design Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 270.230 5000 psi Concrete for Hand Placed Paying 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.2301 3000 psi Conner Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redt Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paying 9/9/2022 03 30 00 Mix Design True Grit Redt Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paying 9/9/2022 03 30 00 Mix Design True Grit Redt Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redt Mix 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 11/30/2023 32 13 13 Mix Design Wildcatter Redi-Ma 3620AI / 6.00 Sacks / 3,600 psi Concrete Mix for Machine Placed Paving 11/20/2023 32 13 13 Mix Design Wildcatter Redi-Ma 4520AI / 6.50 Sacks / 4,500 psi Concrete Mix for Hand Placed paving 11/20/2023 03 30 00 Mix Design Wildcatter Redi-Ma 3020AI / 5.00 Sacks / 3,000 psi Concrete Mix for and Inlets 4/l/2024 033000 Mix Design Wildcatter Redi-Mix QSi{d(ewaplkks e Mix to F 517 Sacks 11/30/2023 03 30 00 Mix Design Wildcatter Redt-Ma 4020AI / 6.00 Sacks / 4,000 psi Concrret Mix for 3�idewalks anri (ir)ets 9/9/2022 03 30 00 Mix Design Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations A4Qp�lt Pavi`E 9/9/2022 32 12 16 Ma Design Austin Asphalt FT5D137965 PG64-22 Two 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 5/l/2024 32 12 16 Mix Design Reynolds Asphalt 340-DG-B PG64-22 Type B Base Course 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 11/20/2023 32 12 16 Mix Design Reynolds Asphalt 21OLD PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Surmount Paying 341DV6422 PG64-22 Type D Fine Surface 11/26/2022 32 12 16 Mix Design Surmount Paying 340DV6422 PG64-22 Type D Time Surface 12/5/2022 33 12 16 Mix Design Surmount Paying 3076BV6422 PG62-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Surmount Paying 34 1 -BRAP6422ERG PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 37-211305-20 PG64-22 Type B Time Base 9/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 PG64-22 Type B Time Base 9/9/2022 3212 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 Time Surf 9/9/2022 32 12 16 MrxDesign TXBIT 29-222475-19 PG64-22 Type D Fme Surf 9/9/2022 32 12 16 Mix Design TXB1T 1-222475-20 PG64-22 Type D Fme Surf 9/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG70-22 Type D Fme Surf 9/9/2022 32 12 16 Mix Design TXBIT 12-222475-19 PG64-22 Type D Fme Surf 4/1/2024 lit 12 16 Mix Design YkBIT 344 MAC-SP-D 70-22YR SAC A-R Type D Fine Surface Detectable W��q� Surface 9/9/2022 321320 DWS-Pavers Pine Hall Brick (Winston Salem, NC) Tactile Pavers 9/9/2022 321320 DWS-Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers 9/9/2022 321320 DWS-Composite Engineered Plastics, Inc.(Williamsville, Armor Tile 9/9/2022 32 1320 DWS - Composite ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver 4/7/2023 321320 DWS-Pavers ADA Solutions( Wilmington, MA) Detectable Warning Pavers CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 Silicone Joint Sealant 9/9/2022 32 13 73 Joint Sealant Dow 890SL - Cold Applied, Single Component, SiIrene Joint Sealant FTM D1193 9/9/2022 32 13 73 joint Sealant Tremco go -Cold Applied, Single Component, Silicone Joint Sealant TMD5893 9/9/2022 32 1373 joint Sealant Pecora 300SL - Cold Applied, Single Component, Silicone Joint Sealant TMD5893 9/9/2022 32 13 73 Joint Sealant Crafco RoadBaver SilicweCold Applied, Single Component, Silicone Joint Sealant TM D5893 Utili�% Trench Embedment Sand 9/9/2022 133 US 10 1 Embedment Sand Silver CreekMatedals Utility Embedment Sand ASTM C33 9/9/2022 13305 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 9/9/2022 13305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 33 OS 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand Ti. Top Martin Mariana Utility Embedment Sand ASTM C33 Storm Sewer - Manholes & Bases/Frames & Covers/Staodard (Round) 33-05-13 9/28/2018 33 05 13 Manhole Frames "rd Covers AccuCast (Gowvl Steel Comp.W, LTD) MHRC #220605 (Size **24" Dia) ASTM A48 AASHTO M306 912.018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 (Size - 32" Dia.) ASTM A48 AASBTO M306 9/28/2018 33 05 13 Manhole Fames and Covers Neenah Foundry NF-1743-LM (Hinged) (Size - 32" Dia.) ASTM A48 AASBTO M306 9/28/2018 3305 13 Manhole Fame Neenah Foundry NF-1930-30 (Size - 32.25" Dia.) ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-HV (Size - 32"Dia.) ASTM A48 AASBTO M306 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries++ 2279ST (Size - 24" Dia.) ASTM A48 AASHTO M306 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries++ 2280ST (Size - 32" Dia.) ASTM A48 AASHTO M306 10/8/2020 33 05 l3 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works) EJ1033 Z2/A (Size - 32 25"Dia.) ASTM A536 AASBTO M306 **Noh: Agnew development and new insmQatisn mankole Qds slier) meee We minimum Jd-inch opening requireinene err speehed in Ctiry Spxifrrodon 33 05I3. Any swalier opening sizes wtll only be dbwed far eaisdng manhaks ehae require repWremenl flames and rovers Storm Sewer - later & Structures 33-05-13 10/8/2020 33 49 20 Curb Wets Funnier FRT-I00405-PRECAST** (Size - 10' X 3) ASTM C913 10/8/2020 33 49 20 Curb Inlets Forterrra FRT-IOx3-406-PRECAST** (Size - BYX 39 ASTM C913 10/8/2020 334920 Curb latets Fun= FRT-IOx4.5407-PRECAST**(Size-BYX 4.5" ASTM C913 10/8/2020 334920 Curb Inlets Fonenra FRT-IOx4.S-02`nn0{pp-P��RE`�pp,sCG`GASTTTPQ**pye(Size-10'X 4.5) AS C913 10/8/2020 333920 Manhole Fortenra FRT-4X4-0�-PRESASj-BASESiSize44'X41 ASTM C913 10/8/2020 333920 Manhole Fortenra FRT-SX5.419- ps TP (Size-5'X 5) ASTM C913 10/8/2020 333920 Manhole Forte— FRT-SX5-410-� A-BA��(Size-5'X5) ASTM C913 10/8/2020 333920 Manhole Forocron FRT-6X6-411-PRECAST-TOP(Sin -6'X 69 ASTM C913 10/8/2020 333920 Manhole Fortema FRT-6X6.4 -PRECAST-BASH (Size - 6' X 6) ASTM C913 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG10X3405-PRECAST INLET** (Size - 10' X 3� ASTM 6l5 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG l5X3405-PRECAST INLET** (Size - 1T X 31 ASTM 6l5 3/19Y22021 33 49 20 Curb Inlets Thompsw Pipe Group TPG20X3405-PRECAST INLET** (Size - 20' X 71 ASTM 6l5 3/19Y102 L 33 39 20 Manhole Thompson Pipe Group TPG4X4409-PRECAST TOP (Size - 4' X 41 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG4X4409-PRECAST BASE (Size - 4' X 49 ASTM 6l5 3/19/2021 333920 Manhole Thompson Pipe Group TPG4X4412-PRECAST 4-FT RISER (Size -TX41 ASTM 6l5 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG5X5410-PRECAST TOP (Size - T X 5) ASTM 6l5 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG5X5410-PRECAST BASE (Size - 5' X 59 ASTM 6l5 3/19/2021 33333910 Manhole Thompson Pipe Group TPG5X5412-PRECAST 5-FT RISER (Size - 5' X 59 ASTM 6l5 3/19/2021 39 20 Man hole Thompson Pipe Group TPG6X641 t-PRECAST TOP (Size - 6' X 61 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG6X6.4 l-PRECAST BASE (Size - 6' X 6� AS 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6412-PRECAST 6-PT RISER (Size - 6' X 61 AS 615 3/19/2021 333920 Manhole Thompson Pipe Group TPG-7X7-01l-PRECAST TOP (Size - TX 73 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X74I I -PRECAST BASE (Size - TX 71 AS 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7412-PRECAST 4-FT RISER (Size - T X 71 ABTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-011-PRECABT TOP (Size - 8' X 8') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X1411-PRECAST BASE (Size - 8' X" AS 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-012-PRECABT 5-FT RISER (Size - 8' X 81 ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG4X4408-PRECABT INLET (Size - 4' X 4� ABTM 615 3/19/2021 334920 Drop Inlet Thompson Pipe Group TPG-SX5408-PRECABT INLET (Size - 5' X 5� ABTM 615 3/19/2021 33 49 20 DroQQ Inlet Thump son Pipe Group TPG-6X6408-PRECAST INLET (Size - 6' X 61 AS 615 8/28/2023 33 49 10 Manhole Oldeastle Precast 4' x 4' Stacked Manhole (Size - 4' X 49 ASTM C478 8/28/2023 33 49 10 Manhole Oldenad Precast 5' x 8' Storm Junction Box (Size - 5' X 8� ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 4' x 4' Stovn Junction Box (Size - 4' X 4lj ASTM C478 1/18/2023 33 49 l0 Manhole Oldcaad Precast 5' x 5' Stovn Junction Box (Size - 5' X 5� ASTM C478 8/28/2023 33 49 l0 Manhole Oldcmtle Precast 6' x 6' Stovn Junction Box (Size - 6' X 611 ASTM C478 8/28/2023 33 49 l0 Manhole Oldeastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8) ASTM C478 8/28/2023 33 49 l0 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8� ASTM C4478 8/28/2023 3349 l0 Manhole Rinker Materials Reinforoed 48" Diameter Spread Footing Manhole (Size - 4' X 4) ASTM CA33 8/28/2023 33 39 20 Curb Inlet 10'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 39 20 Curb Inlet 15'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 333920 Curb Inlet 20'. 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 1/12/2024 33 49 20 Drop Inlet AmadTex Pipe &Products Drop hilt: (4' X 43 ASTM C913 1/12/2024 33 49 20 Drop later AmeriTex Pipe &Products Dropla (5' X 51 AsC913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 4k4' Storm junction Box ASTM C913 1/19/2024 334920 Manhole AmeriTex Pipe &Products Precast 5k5' Storm Join= Be. ASTM C913 1/19/2024 33492 20 Manhole AmeriTex Pipe &Products 5' Precast Tansition MH (4' MH on the top of 5' JB) ASTM C913 1/19/2024 334920 Manhole AmeriTex Pipe &Products Precast 6k6' Storm knetion Be, ASTM C913 1/19/2124 3334992 0 Manhole AmeriTex Pipe &Products 6' Precast Tansitiou MH (4' MH on the top of 6' JB) AsC913 1/19/2024 3420 Manhole AmeriTex Pipe &Pmducte Precast 8k8' Stomr Junction Box ASTM C913 1/19/2024 3 49 20 334920 Manhole Ano-Tex Pipe &Products 8' Precast Tansition MH (4' MH on the top of 8' JB) ASTM C913 1/19/2024 **Nor,: Pee-casf 33 49 20 Manhole —m Tex Pipe &Products TYve C Storm Drain Manhole 0. Be. (4' MH on the tot` f RCBI at" see appoved for the �g, l portion afM, snuef ffi@ ' l only. Sorge l[pordon fine snurlure are r,,ocd ro b case i &ce Na ercepti— IN, requvemenf shill be aQowed ASTM C913 CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 §corm Sewer -pipes & Boxes 33-05-13 I 4/9/2021 33 41 13 Storm Drain Pipes Advansed Drainage System, 0x (ADS) ADS BP Storm Polvpmmlene (PP) Pipe (Size - 12" - 60") ASTM P2881 & AASH M330 I 8/28/2023 3349 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger) ASTM C76, C655 I 8/28/2023 3349 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various) ASTM C789, C850 I 10/12/2023 3341 10 Storm Drain Pipes AmmTex Pipe &Products Reinforced Concrete Pipe Tongue and Groove Joint Pipe- (Size - 15" or larger) ASTM C76, C506 I 10/12/2023 3441 10 Culvert Box AmmTex Pipe &Products Reinforced Concrete Box Culvert (size - Various)) ASTM C1433,C1577 I 10/18/2023 3541 10 Storm Drain Pipes The Turner Co. Reinforced Concete Pipe Tongue and Groove Joint Pipe- (Size - 15"or larger) ASTM C76, C506 I 10/18/2023 364110 Calvert Box The Turner Co. Reinforced Concrete Box Culvert, (sin -Various) ASTM C 1433,C1577 I