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Home My WebLink AboutContract 61935-PM1CSC No. 61935-PM1 FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF PAVING & STREET LIGHT IMPROVEMENTS FOR TRADITION, WINDING MEADOWS DRIVE SOUTH City Project No. 105117 IPRC23-0138 FID# 30114-0200431-105117-EO7685 Mattie Parker Mayor David Cooke City Manager Christopher P. Harder, P.E. Director, Water Department Lauren L. Prieur, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth September, 2024 M civi I Engineering &Surveying 2559 SW Grapevine Pkwy. Grapevine, Texas 76051 817.329.4373 09/01 /2024 - *J— t wr �1 '. * I *. :* .......................... MATTEEW J. &AA g .......................... OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 6 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 1001113 13 invita4ion to Bidders 03/20/2020 00v0 21 13 tags 03/20/2020 00 41 00 Bid Form 04/02/2014 00 42 43 Proposal Form Unit Price 05/22/2019 0043 13 Bid Ben 04/02/2014 0045 11 Bidders U -o,,u lif;,..,+;) 's 04/02/2014 0045 12 Prequalification Statement 09/01/2015 0045 13 Bidder- U-egti.l;fie ie A,.plieafie 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 0045 0 M iner-ity Business Et#er-prise Goa 08/21/2018 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 00 7200 Goner i Conditions 11/15/2017 00-:73-00 Supplementary Geed tion 07/01/2011 0073 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013 Awarded Projects Division 01 - General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 013120 Pr-ejeet Meet* — 07/01/2011 01 32 33 Preconstruction Video 08/30/2013 013300 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 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 Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents NONE CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httD:Hfortworthtexas.aov/tuw/contractors/ or httDs:HaDDs.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 0334 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 2605 10 Demolition for- 1~le all figs 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi -Duct Conduit 02/26/2016 Division 31- Earthwork 31 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 31�3 BeFFE) 01/28/2013 3124 00 ETnb an?_n-.,\i+c 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 3 ! 4 00 Ga-biens 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 27�7 PermanepA - pl.,alt Pa i 12/20/2012 27�4o Temporary Asphalt Paving n opai 12/20/2012 32 01 29 Concrete Paving Repair 12/20/2012 32 1123 Flexible Base Coo -sus- 12/20/2012 32 1129 Lime Treated Base Courses 12/20/2012 3'� Ge ei4 Treated Base Go 12/20/2012 3,2 113 7 r: ii Tr-eeAed Soil Stabilize 08/21/2015 37�v AGplmlt -Paving 12/20/2012 2''�3 Acpbxak Nalalsts 12/20/2012 32 13 13 Concrete Paving 12/20/2012 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 1373 Concrete Paving Joint Sealants 12/20/2012 32 144 16 Unites 12/20/2012 CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 10/05/2016 11 /22/2013 17 25 G" 0 Paintiimg 11/04/2013 3,' 3' 13 /''1,ai Fences and Gates- 12/20/2012 3q 3126 Wire Fe es n,1 Ga4es 12/20/2012 3q 31 q9 WeedFe es a -a Gates 12/20/2012 3q 32 13 Cast i Ulaee C rer-ete Ret.,inin. Af.,06/05/2018 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 3292 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 3'� 43 Tfees-and FLubz 12/20/2012 Division 33 - Utilities 330130 Sewer and Manhole Testing 12/20/2012 330131 Closed Circuit Television (CCTV) Inspection 03/03/2016 3Z�v B3pas0 Bun. sg of Brrzta= g-_7 &yVa�, 12/20/2012 22�o T. ipA Beading and Eleetfieal lsel ,4:.,,-. 12/20/2012 22�T C,,....osio,, Control Test Stations 12/20/2012 22�2 Magnes:,,,,, Anode G tl,, die Proteetio Systeffl 12/20/2012 33 04 30 Te,,...,far- , Wmer- Ser-vie 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3305 12/20/2012 33 05 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 0 33 �sv5 13.10 Frame, Cover- a -ad Grade Rings Composite 01/22/2016 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012 Grade 110 r rer-ete W.,to. Vaults 12/20/2012 33 05 17 G rer-ete C llafs 12/20/2012 33 05 20 Auger Boring 12/20/2012 22�z col ✓�� Alate 12/20/2012 33 05 22 Steel Casing Pipe 12/20/2012 ZZ�3 Hand Tunneling 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013 3 3.� 26 T Tt:l it y Maf-ke-4Le,,.. ere 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 11 05 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 ✓3 11 13 ConefetePfess""e Pipe, Ba f Wfappo,l Stool Cylinder- Type 12/20/2012 33 1 1 14 Tuufie,l Steel Pipe n,1 FiRi ,.s 12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 1211 Large Water Meters 12/20/2012 33 1220 Resilient Seated Gate Valve 12/20/2012 ✓3 1221 A NVW A n„l bef Seated n„Ater- ly V l.y 12/20/2012 33 1225 Connection to Existing Water Mains 02/06/2013 33 12 30 Air- - Valve Assemblies 4q - Potable Water- Syste 12/20/2012 33 1240 Fire Hydrants 01/03/2014 CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 33 1250 Water Sample Stations 12/20/2012 3 12 60 Standafd Blow off Valve Assembly .ly 06/19/2013 ?? P1 12 Giffe,l in Ulaee Pipe (rmn) 12/20/2012 3331 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012 33 31 V High Density Polyethylene (HDPE) DID-fLx Eanitzrj er 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 Polyvinyl Chloride (PVC) Close Profile G-.,.,i Eanisarf Eawe 33 3i 71 �T Pipe 12/20/2012 3? > 22 Sanitaff Sewer V.ip :lning 12/20/2012 ZZ�3 Sa-n tarry Sewer- Pipo Enlarge-faerit 12/20/2012 333150 50 San taFy Sewer- Sei=yiee Sei=viee r : -e 04/26/2013 333170 r,.,,.,bin tie i f VaWe f . S „:tafy Sewef Mains 12/20/2012 or-ee 3339 10 Gast in Place Gene ete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33 39 30 Fiberglass Mafb eles 12/20/2012 3 3940 Wasto.,,.,to. neeess rn op ) 12/20/2012 33 39 60 Epeic-y Line e &anitar.,, gewt. ct,.,,,.t,,,.os 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 33 1 1 1 .,., 1 � � � High Density Polyethylene 7 Di' D' F (LD� �) Pip �StCs"riS D\.Prl 12/20/2012 33 11 1` Reinfer-eed Pelyetl.lo„o (gRPE) Pipe 11/13/2015 33 4600 Subdrainagee 12/20/2012 33 4601 Slotted Stonm Drains, 07/01/2011 33 4602 Tm-wh Dlrairn 07/01/2011 3349 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 34 4 10 T+a-ff.v Signals 10/12/2015 34 n�OT Attachment A —Controller Cabine 12/18/2015 34 4�02 Attachment B Controller goo on 02/2012 34 4�03 Attaehment G Software Specification 01/2012 34 411 11 TzmN-vmr;-Tf-affio 9�gzmJc, 11/22/2013 3 n�3 Removing Tr-aff: Signals 12/20/2012 34 41 15 Rectangular Rapid Fladhing Beaeo 11/22/2013 34 41 16 Peest-nan Hybl 11/22/2013 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 3n n�02 Freeway LED n,..,dw ., L/amkniw0 06/15/2015 34 ^�03 Residential L? �� Lumimiroo 06/15/2015 34 4130 Alu num figns 11/12/2013 34-41 50 fir& Medo Fiber Optie Cable 02/26/2016 3471 13 Traffic Control 11/22/2013 CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN #105117 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix Page 6 of 6 GE-4.01 Availability of La -ads GC-4.02 Subsurface and Physical Conditions GG Under-gr-ound >~ ae lifies G lima-ity .,-a Women Ov,%ed Business En4er-p -ise Gm,, 4i,�ar.,3a GC-6,09 Pe..mits and Utilities G&C.21 ItT GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised March 20, 2020 DIVISION 00 GENERAL CONDITIONS PAVING SECTION00 42 43 Developer Axarded Projects - PROPOSA L FORM Winding hleadmvs Drive South (M(ID d 1 & MUD '_Q7, Cih Project P 105111 V-NIT PRICE BID ProicL[ Item Infom[anon Bidders Proposal Bidlisl Specification Unit of Qld , Dcscrlp[i,�n Unit Price Did Value Item Section 1QD. hlrasurc Ouuntily SECTIONOD 42 43 Developer A%karded I*ro.jceL%- PROPOSAL FOlW Paving Facilities MUD #1 1 0241.1000 Remove Cone Pvmt 0241 15 1 SY 3,693.0 $10.00 S36,930.00 2 3211.0400 Hydrated Lime @ 42 Ibs.13,Y. 3211 29 TON 416.1 S320.00 $133.152,00 3 3211.0502 8" Lime Treatment 32 1129 1 S_Y 19,811 44.46 S87.168.40 4 32130105 10" Concrete Pavement 32 13 13 SY 17.854 $k,00 $1.464,028.00 5 32110301 4" Conc Sidewalk (S 31 11,120 LF 243 $$32.00 $7,776.00 6 3213.0301 4" Con Sidewalk (16) 32 1320 LF 4 369_ S65.00 $283.985.00 7 3213.0506 Barrier Free Ramp, Tvpe P-1 32 13 20 I EA '26 $3,500.00 S91.000.00 8 3213.0510 Barrier Free Ramp Type C-3 2131320 EA 9 $3,500.00' S31.500.00 9 3216.0101 6" Cone Curb and Gutter 32 1613 LF 445 $35.00 $15,575.00 10 3217.0101 6" SLD Pvmt Marking HAS 1 32 17 23 LF 53B $2.25 $1.210.50 11 3217.0104 6" DOT Pvmt Marking HAS( 32 1723 LF 0 $0.00 S0.00 12 3217.0201 8" SLI) Pvmt Markinq HAS (" 3217 23 I LIF 2,198 $3.00. $6.594.00 13 3217.0402 18" SLD Pvmt Marking Tape (W) 33 17 23 I LF 101 $8.00 _S808.00 14 3217.0501 24" SLD Pvmt Marking HAE (W) 33 17 23 LF 96 $10.00 $950.00 15 3217.1002 Lane Legend Arrow 32 17 23 I EA 4 _ $165.00 5660.00 16 3217.1003 Lane Legend DBL Arrow 32 17 23 EA 28 $295.00 S8.260.00 17 3217.1094 Lane Le..end Only 32 17 23 1 EA 4 $175.00 $700.00 18 3217.2001 Raised arker TY W 32 17 23 EA 475 S7,00 S3.325.00 19 3217.4301 Remove 4" Pvmt Markinq 32 17 23 I LF 9 9 A S1.00 59.984,00 20 3217,4303 Remove 8" Pvmt Marking 32 17 23 1 LF 171� 51.00 $170.00 21 3441.4003 Furnish/install Alum Sign Ground Mount City SId_ 34 41 30 EA 76 $550,00 $41,800.00 22 3441.4004 Furnishllnstatl Alum Sign Ex Pole Mount 3441 30 /# 48 $10000 $4,800.00 23 3441.4108 Remove Sign Panel and Past 3441 30 ! 7 $128.00 $896.00 24 3444.4109 Remove Sign Panel 3441 30 ! EA 1 $102.00 $102.00 25 3441.5012 RRFB Double Sided Elec 3441 15 I EA 3 56,853.00 $26,589.00 26 3741.0001 Traffic Control 3471 13 MO 1 $3,250.00 $3,250.00 27 9999.0000 3" Mountable Curb 00 00 00 I LF 6l7 55.D0 $3.085.00 28 9999.0001 Curlex, Soil Retention Blanket 00 00 00 I LF 10878 $1.50 S16,314.00 29 9999.0002 Recessed Curb for Ex. Storm Inlels n nn na _ FA 1 $3\\000.00 330,000.00 36 9999.0003 Stamped Red Cone 8" PCC Pvmt w17% Lime -Stabilized Suborade 00 00 00 Sy 615 5125.00 $138.375.00 31 9999.0004 Stamped Red Cone 4" PCC Pvmt w17°/. Lime -Stabilized Suborade 00 00 00 Sy sm $192.00 $96,000.00 32 9999.0005 Concrete Sawcut 00 00 00 LF 1.6_ $2.00 $2.030.00 33 9999.0006 Concrete Header 00 00 00 1 EA 3 $500.00 S1,500.00 34 9999.0007 Connect to Existing Pavement 00 00 00 1 EA 12 $2.000.00 $24.000.00 35 9999.0008 6" Dashed Lane Line (vu) 00 00 00 1 LF 8.773 $2.25 $19.739.25 36 9999.0009 18" Wide 2' Line with 2' Gap 00 00 00 1 LF 323 S9.00 52,907.00 37 9999.0010 8" White 3' Line with 3' Gap 00 00 00 LF 534 $3.50 $1,869.00 38 9999.0011 6" Double Yellow Center Stripe 000000 LF 0 $4.50 $202.50 39 3217.0502 Preformed Thermoplastic Crosswalk (BfM 32 1723 LF _ 730� _ $29.25 $21,352.50 40 9999.0013 Lane Legend YIELD 00 00 00 EA 12 $210 00 $2.520,00 Paving Subtotal MUD #1 $2.621,117,15 I I erTY OF FORT AORTrr AW, .4ti-d-Mrvs Se.� 5TANDAR0Cu2!; e�"WN BIB IROiU.SAL• DEvLL,ifER11VAJt0L0fR0J1 ti cm Pm,ce�rin5l1 I Form Ke .d Ja _" AN"' W 42 0 Ufa-N. SECTION Oil 42 43 (Developer Awarded 11rol vis - PRO]"A L FORM Winding Aieado%%s Dri%e Suud1(%IVI) N I & M1 D b_'f11. Cm Protect p I o:III l Nil' PRIct. Bit) Projwl Item infurmatiun Bidder's Proposal Bidlist Specificahun Unit of 8d item DescriptionUnn PfICe Bid Value Section Vu Mr. tin- I omnl,it1 Paving Facilities MUD #2 1 0241.1000 Remove Cork Pvrm 0241 15 SY 358.0 S10.00 $3,580.DO 2 3211-0400 Hydrated time @ 42 Ihs.1S.Y, 321129 TON 114.5 $320-00 536.640.00 3 3211.0502 8" Lime Treatment 321129 SY 5,451 SC40 $n,984.40 4 3213.0105 la'Concrete Pavement 321313 SY 5.114 $82.00 5419,348.00 5 3213.0301 4" Cont: Sidewalk (5) I 31 13 20 LF 162 MUD $6,184.00 6 3213.0301 4- Conc Sidewalk (10) I 32 13 20 LF 1.358 $65.00 $88.270.00 7 3213.0500 Barrier Free Ramp, Type P-1 1 32 13 20 EA 8 $3.5Q0.00 $28.000.00 8 3213.0510 Barrier Free Ramp. Type C-3 33 13 20 EA. 0 $0.00 $0.00 9 3216.0101 6" Conc Curb and Gutter I 321613 LF 368 $35.00 S12.810.00 10 3217.0101 6' SLO Pvmt Marking HAS (W) 32 17 23 LF _ 166 $2.25 $373.50 11 12 3217.0104 6` DOT Pvrnt Marki HAS iJV} 3217.0201 8' SLD Pvml Markln7 HAS �ivt -� 32 17 23 321723 LF LF 75 7M S3.00 $4,50 $225-00 $1510.00 13 3217-0402 i8" SLID Pvmt Marking Tape (4�y} 1 33 17 23 LF 22 $&00 $176.00 14 3217.0501 24' SLD Pvmt Marking HAE (Wt 1 33 17 23 LF 84 � 10 00 5840-01) 15 3217,1002 Lane Legend Arrow I 321723 7 S165.00 51,155.00 16 3217.1003 Lane Legend D8L Arrow 321723 0 S0.00 $0.00 17 3217.1004 Lane Legend Only 321723 EA 7 $175 00 $1.225.00 18 3217.2001 Raised Marker TY W I 32 17 23 EA 201 $7 00 $1,407.00 19 32174301 Remove 4' Pvmt Marking 1 321723 LF 1,738 $1.00 S1,738DO 20 3217.4303 Remove 6" Pvmt Markin, I1 32 17 23 LF 40 $1.00 $482.00 S6.050.00 21 3441.4003 Furnishllnsiall Alum Sign Ground Mount City Sid. r�� 4j 30 EA 11 1550,00 22 3441.4004 Furnisitlinstali Alum Sign Ex Pole Mount I 34 41 30 EA 1 5100.00 $100.00 23 3411.4108 Remove Sign Panel and Post 34 41 3Q EA 6 $128.00 S768.00 24 3441 4109 Remove SiRn Portel 34 41 30 EA Q SO.00 25 3441.5012 RRFB Double Sided Elea 1 34 41 15 EA 2 $8.863.00 $17,726 00 26 3741.0001 Traffic Control 34 71 13 MO 1 53.250.00 $3.250.00 27 9999,0001 Curlex, Soil Retention Blanket 00 On no LF 3,312 51.56 $4.968.00 28 9999.0002 Recessed Curb for Ex. Storm Inlets 1 066666 EA 1.4 $3,060.00 S12,000 00 29 9999.0001 Concrete Sawc ut 00 00 00 LF 301 $2,00 S602.00 30 9999 0003 Connect to Eximing Pavemeni 000000 EA 6 $2.000.00 $12.000.00 30 9999.0004 6" Dashed Lane Line (Wt DO 00 00 LF 3,338 12.25 $7.510.50 32 3217.0502 Preformed Thermoplastic Crosswalk (BAUD 321723 LF 330 $28.85 $9,520-50 Paving Subtotal MUD tit $703,442.90 Bid Summary Pavinq Facilities Subtotal MUD 91 111 $2,621,117-15 Pavinq Facilities Subtotal MUD 02 � $703,442.90 Total Bid $3,324,560.05, Company. Mario Sinacola 8 Sons Excavating, Inc. Street Address 10950 Research Road City. State, Zip Code Frisco TX 75033 Phone: Idle: Harlan Jones I Vic Dale August 12, 21124 Cuniractorxgrc". to complete5101111, Orr FIN U. ACCEP kWE"khin Jn ... Aingda)�.ftrr th. dnrrwhen the CONTR4r"T ewmmenree u, run x, pro• idrd in the Grorret Cwnditinnt FIND OV Ct•.CTIDN Cm,* rcetr aoxrn st..m., none 5„" %1-MARI ASrRtr-non nrUp8iMxj%Al.-nrvtt.lWEk kWANDEo PN[nf[ 1% C't'PI0_-IW 11 twi n K-ted 1."nan N -u,,, .n 42 J.: 1W F„ pP 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 "Major Work TVDe" box Drovide the complete major work tvpe and actual description as Drovided by the Water_ Department for water and sewer and TPW for Ravine. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Concrete Mario Sinacola & Sons Excavating, Inc. 02/28/2025 Construction/Reconstruction < 15,000 SY The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Mario Sinacola & Sons Excavating, Inc. 10950 Research Road Frisco, Texas 75033 B Harlan Jones TITLE: Vice Pr DATE: Septemb� END OF SECTION 16, 2024 MY OF FORT WORTH Winding Mea6ows Drive South, CPN 105117 STANDARD CONSTRUCTION PREQUAUFICATIONSTATEMENT — DEVELOPER AWARDED PROJECTS 004512—PregwificationStatement2015_DAP Form Version 5eptember 1, 2015 004526- l CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page l of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 105117 . 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: Mario Sinacola & Sons Excavating, Inc. Company 10950 Research Road Address Frisco. TX 75033 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT By: Harla oges Signature: Title: Vice President BEFORE ME, the undersigned authority, on this day personally appeared Harlan Jones known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of Marion Sinacola & Sons Excavating, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 16th day of September , 2024. MEREDITH R NELSON Notary ID #129927329 Notary Public in and for the State of Texas sT f My Commission Expires August 20, 2026 END OF SECTION CITY OF .FORT WORTH Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #105117 Revised April 2, 2014 Docusign Envelope ID: C1314AEA-A742-48CD-B3A8-939250FE9B9A 005243- l Developer Awarded Project Agreement Page 1 of4 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 09/17/2024 is made by and between the Developer. HT Hwv 114 Development, LP authorized to do business in Texas and Contractor, Mario Sinacola & Sons Excavatine. Inc. , authorized to do business in Texas, acting by and through its duly authorized representative. Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Windinz Meadows Drive South Citv Proiect #105117 FID #30114-0200431-105116-E07685 Article 3. CONTRACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 3.2 Final Acceptance. The Work will be complete for Final Acceptance within 40 working days after the date when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 3.3 Liquidated damages Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof , Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer Two Hundred & Fifty Dollars ($250.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Project # 105117 Revised June 16, 2016 Docusign Envelope ID: C1314AEA-A742-48CD-B3A8-939250FE9B9A 005243-2 Developer Awarded Project Agreement Page 2 of4 Article 4. CONTRACT PRICE Developer agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount in current funds of Three Million Three Hundred Twenty Four Thousand Five Hundred Sixty & 05/100 Dollars (S3,324,560.05) Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between Developer and Contractor concerning the Work consist of the following: I . This Agreement. 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 5. Drawings. 6. Addenda. 7. Documentation submitted by Contractor prior to Notice of Award. 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 Winding Meadavvs Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Project #105117 Revised June 16, 2016 Docusign Envelope ID: C1314AEA-A742-48CD-B3A8-939250FE9B9A 005243-3 Developer Awarded Project Agreement Page 3 of 4 Article 6. INDEMNIFICATION 6.1 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 svecifically intended to overate 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 anv 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. 6.2 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 he performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is svecifically intended to overate and be effective even if it is alleged or Droven that all or some of the damages being sought were caused. in whole or in part, by anv act, omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement are defined in Article l of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the Developer. 7.3 Successors and Assigns. Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon DEVELOPER and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Project 4105117 Revised June 16, 2016 Docusign Envelope ID: C1314AEA-A742-48CD-B3A8-939250FE9B9A 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. 1N WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Dale") Contractor: Developer: Mario Sinacola & Sons Excavating, Inc. By Harlan Jones (Printed Name) Title: Vice President Company Name: Mario Sinacola & Sons Excavating, Inc. Address: 10950 Research Road Frisco, TX 75033 Date: 09/17/2024 HT Hwy 114 Development, LP By: see attached (Signature) Robert W. Witte (Printed Name) Title: Senior Managing Director Company Name: HT Hwy 114 Development, LP Address: 2700 Commerce St., Suite 1600 Dallas, TX 75226 Date: 9/ 17/24 CITY OF FORT WORTH Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Project 4105117 Revised June 16, 2016 Docusign Envelope ID: C1314AEA-A742-48CD-B3A8-939250FE9B9A HT HWY 66 DEVELOPMENT LP By: HT Hwy 66 Development LLC, its general partner By: HT Hwy 66 LP, its sole member By: Hines Hwy 66 LLC, its general partner By: Hines Hwy 66 Associates LP, its sole member By: Hines Investment Management Holdings Limited Partnership, its general partner Initial DocuSigned by: B 865053BBC8B3470... Witte Nau1G. 1\VUGlI VV . Title: Senior Managing Director Attachment Code: D470795 Master ID: 1397399, Certificate ID: 20934933 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. • Waylvef*k ffiffo-w-twr • .. • This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 02/28/2024 — 02/28/2025 Policy No. GL 6676705 Endorsement No. Named Insured Mario Sinacola & Sons Excavating, Inc. Premium $ Insurance Company Safety National Casualty Corporation Countersigned By (Countersignature by the Broker or Agent shall only occur in the mailing states that require countersignature) SNGL 047 0514 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 20934933 POLICY NUMBER: GZ 6676705 COMMERCIAL GENERAL LIABILITY CG 20 10 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. 100 ok #:Ril • This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART �11611.1 Na Name Of Additional Insured Person(s) Or Organization(s) Location(s) Of Covered Operations Any person or organization as required by All of your projects. written contract or agreement that is executed prior to the loss. h In ormation require to comp ete t is c e ule, if ,not shown above, will be shown in the A. Section If — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 20934933 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. Page 2 of 2 © Insurance Services Office, Inc., 2018 CG 20 10 12 19 Attachment Code: D512371 Master 1D: 1397399, Certificate 1D: 20934933 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG 20 37 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. • ,. • • i •. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations Any person or organization as required All of your projects. by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 37 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512366 Master ID: 1397399, Certificate ID: 20934933 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG24041219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. • I I N• • • r This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 0412 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D547141 Master ID: 1397399, Certificate ID: 20934933 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. 0 i A A1 0 0 i 11 h-440 0 16*19 1 hr-TrA 0 1 0 1 0 This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be contrary: primary and would not seek contribution Primary And Noncontributory Insurance from any other insurance available to the additional insured. This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512368 Master ID: 1397399, Certificate ID: 20934933 POLICY NUMBER: CA 6676704 COMMERCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. i _ • This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: MARIO SINACOLA & SONS EXCAVATING, INC Endorsement Effective Date: 02/28/2024 SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above,, will be shown in the Declarations Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.I. of Section II — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I — Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 4810 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 Attachment Code: D512364 Master ID: 1397399, Certificate ID: 20934933 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART SCHEDULE Name Of Person Or Organization: Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Information reauired to complete this Schedule, if not shown above, will be shown in the Declarations. CHANGE We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for "bodily injury" or "property damage" to which this insurance applies, caused by an "accident' and resulting from the ownership, maintenance or use of a covered "auto". This waiver applies only to the person or organization shown in the Schedule above. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 02/28/2024 Policy No. CA 6676704 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By SNCA 027 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D580710 Master ID: 1397399, Certificate ID: 20934933 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. 1 • • & A • This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 02/28/2024 Policy No. CA 6676704 Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Endorsement No. Premium $ Included SNCA 039 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D545570 Master ID: 1397399, Certificate ID: 20934933 Auto Policy Number: CA 6676704 COMMERCIAL AUTO CA 04 49 11 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. .:. 1 .. j 0 0 • :. ' : • 1 0 1 • 1 • This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". B. The following is added to the Other Insurance Condition in the Auto Dealers Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage and General Liability Coverages are primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 © Insurance Services Office, Inc., 2016 Page 1 of 1 Attachment Code: D512358 Master ID: 1397399, Certificate ID: 20934933 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. SCHEDULE ANY PERSON OR ORGANIZATION AS REQUIRED BY WRITTEN CONTRACT OR AGREEMENT THAT IS EXECUTED PRIOR TO THE LOSS. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 02/28/2024 Policy No. LDC4068680 Endorsement No. Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 00 03 13 (04 84) ©1983 National Council on Compensation Insurance. Page 1 of 1 Attachment Code: D635394 Master ID: 1397399, Certificate ID: 20934933 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 99 35 SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES ENDORSEMENT As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 02/28/2024 Policy No. LDC4068680 Endorsement No. Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 99 99 35 (07 12) Page 1 of 1 Attachment Code: D470795 Master ID: 1397399, Certificate ID: 20934946 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. • •,i 1 Is 0 9 1 W' ' l• This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 02/28/2024 — 02/28/2025 Policy No. GL 6676705 Endorsement No. Named Insured Mario Sinacola & Sons Excavating, Inc. Premium $ Insurance Company Safety National Casualty Corporation Countersigned By (Countersignature by the Broker or Agent shall only occur in the mailing states that require countersignature) SNGL 047 0514 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 20934946 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG 2010 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. • I 1• • • WfJS]k1kgZfA1[• r 1; • • This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organ'zation(s) Location(s) Of Covered Operations Any person or organization as required by All of your projects. written contract or agreement that is executed prior to the loss. mP the Information required to complete this Schedule, if not shown above will be shown in „ A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", 'property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 20934946 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. Page 2 of 2 © Insurance Services Office, Inc., 2018 CG 2010 12 19 Attachment Code: D512371 Master ID: 1397399, Certificate ID: 20934946 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG 20 37 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations `Any person or organization as required All of your projects. by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the A. Section 11— Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 3712 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512366 Master ID: 1397399, Certificate ID: 20934946 POLICY NUMBER: GZ 6676705 COMMERCIAL GENERAL LIABILITY CG24041219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 0412 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D547141 Master ID: 1397399, Certificate ID: 20934946 POLICY NUMBER: GZ 6676705 COMMERCIAL GENERAL LIABILITY CG 20 0112 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. be* - • �' • This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be contrary: primary and would not seek contribution Primary And Noncontributory Insurance from any other insurance available to the additional insured. This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512368 Master ID: 1397399, Certificate ID: 20934946 POLICY NUMBER: CA 6676704 COMMERCIAL AUTO CA 20 48 1013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: MARIO SINACOLA & SONS EXCAVATING, INC Endorsement Effective Date: 02/28/2024 SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.I. of Section II — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section 1— Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 Attachment Code: D512364 Master ID: 1397399, Certificate ID: 20934946 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART SCHEDULE Name Of Person Or Organization: Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Inform Declarations. Information reauired to complete this Schedule, if not shown above will b es ownmt e CHANGE We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for "bodily injury" or "property damage" to which this insurance applies, caused by an "accident" and resulting from the ownership, maintenance or use of a covered "auto". This waiver applies only to the person or organization shown in the Schedule above. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 02/28/2024 Policy No. CA 6676704 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By SNCA 02710 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D580710 Master ID: 1397399, Certificate ID: 20934946 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. r �;MOWM1r This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 02/28/2024 Policy No. CA 6676704 Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Endorsement No. Premium $ Included SNCA 03910 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D545570 Master ID: 1397399, Certificate ID: 20934946 Auto Policy Number: CA 6676704 COMMERCIAL AUTO CA 04 49 11 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. • • • • •11i I: N=Z-441 1 ilk, FRI 91 01011A 0 1,• •' This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". B. The following is added to the Other Insurance Condition in the Auto Dealers Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage and General Liability Coverages are primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 © Insurance Services Office, Inc., 2016 Page 1 of 1 Attachment Code: D512358 Master ID: 1397399, Certificate ID: 20934946 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. SCHEDULE ANY PERSON OR ORGANIZATION AS REQUIRED BY WRITTEN CONTRACT OR AGREEMENT THAT IS EXECUTED PRIOR TO THE LOSS. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 02/28/2024 Policy No. LDC4068680 Endorsement No. Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 00 03 13 (04 84) ©1983 National Council on Compensation Insurance. Page 1 of 1 Attachment Code: D635394 Master ID: 1397399, Certificate ID: 20934946 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 99 35 SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES ENDORSEMENT As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 02/28/2024 Policy No. LDC4068680 Endorsement No. Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 99 99 35 (07 12) Page 1 of 1 Bond#108006946 SECTION 00 62 13 PERFORMANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § 005213-1 PERFORMANCE BOND Page I oft KNOW ALL BY THESE PRESENTS: That we, Mario Sinacola & Sons Exeavatin2, Inc. , known as "Principal" herein and Travelers Casualty and Surety Company of America a corporate surety{sureties, if more than one} duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, HT Hwv 114 Develooment. LP, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, Three Million Three Hundred Twentv Four Thousand Five Hundred Sixtv & 05/100 Dollars ($3,324,560.05) lawful money of the United States, to be paid in Fort Worth, Tart -ant County, Texas for the payment of which sum well and truly to be made jointly unto the Developer and the City as dual obligees, ive bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 24-0112 . and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 17th day of September , 2024, which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated as Windinz Meadows Drive South NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may he granted on the part of the Developer and/or City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH Winding Meadows Drive Soulh STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS CAA' 4105117 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 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 17th day of September , 2024. An (Principal) Secretary Witness as to Pri ipal Witness as to Surety PRINCIPAL: Mario sSilgac¢la & Sjqns Excavi4ing, Inc. BY: Harlan Jones, Vice Pres Name and Title Address: 10950 Research Road Frisco, TX 75033 SURETY: Travelers Casualty and Surety Company of America BY: _ 4krn�!/) 5i nature Sophinle Hunter, Attorney-ln-Fact Name and Title .address: One Tower Square, S102A Hartford, CT 06183 Telephone Number: 800-328-2189 *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 14'inding Veada+rs Drire South STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPN #105117 Revised January 31. 2012 Bond #108006946 006214-1 PAYMENT BOND Page I of 2 SECTION 00 52 14 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Mario Sinacola & Sons Excavatine. Inc. . known as "Principal' herein, and Travelers Casualty and Surety Company of America , a corporate surety ( or sureties if more than one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, HT Hwy 114 Development, LP, authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of Three Million Three Hundred Twentv Four Thousand Five Hundred Sixtv & 051100 Dollars (S3,324,560.05) , lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth, by and through a Community Facilities Agreement, CFA Number 24-0112 ; and WHEREAS, Principal has entered into a certain written Contract with Developer, awarded the 17th day of � , 2024, which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined by law, in the prosecution of the Work as provided for in said Contract and designated as Windins Meadows Drive South. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. CITY OF FORT WORTH Winding Meadows Drive South STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project # 105 117 Revised January 31,2012 006214-2 PAYMENT BOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 17th day of September 12024 ATTEST: (Principal) Secretary Witness aAtoPrimci I _j ATTEST: (Surety) Secretary Witness as to Surety PRINCIPAL: Mario Siva � a 8� M. ignature Harlan Jones, Vice PrE idea Name and Title Address: 10950 Research Road Frisco, TX 75033 Inc. SURETY: Travelers Casualty and Surety Company of America Signat re Sophinie Hunter, Attorney -In -Fact Name and Title Address: One Tower Square, S102A Hartford, CT 06183 Telephone Number: 800-328-2189 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. CITY OF FORT WORTH Winding Meadows Drive South STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project 4105117 Revised January 31, 2012 SECTION 00 62 19 MAINTENANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § Bond#108006946 0062 19- 1 MAINTENANCE BOND Page 1 of 3 KNOW ALL BY THESE PRESENTS: That we, Mario Sinacola & Sons Excavating,. Inc. , known as "Principal" herein and T��a,�`� e'"�"ds°.�"`°"'�'"°`° B a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, HT Hwv 114 Development, LP , authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of Three Million Three Hundred Twentv Four Thousand Five Hundred Sixty & 051100 Dollars ($3,324,560.05) , lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 24-0112 ; and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 17th day of SeDtember , 2024 which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, the "'Work") as provided for in said Contract and designated as Winding Meadows Drive South, and; WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Winding Meadows Drive South City Project 4105117 006219-2 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH Winding Meadows Drive South STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project # 105117 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 17th day of September , 2024. A EST. (Principal) Secretary PRINCIPAL: Mario Wnlcolta & IA Exca+tinq, Inc. Harlan Jones, Vice President Name and Title Address: 10950 Research Road Frisco. TX 75033 Ast"o - Witness as to7 rin*al SURETY: Travelers Casualty and Surety Company of America BY: _.� Si nature Sophinie Hunter, Attorney -In -Fact ATTEST: Name and Title 44-U_ Address: One Tower Square, S102A {Surety) S re ary Hartford, CT 06183 Witness as to Surety Telephone Number: 800-328-2189 *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 Winding Meadows Drive South STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS City Project # 105 117 Revised January 31, 2012 AW TRAVELERS J Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Sophinie Hunter of DALLAS . Texas , their true and lawful Attorneys) -in -Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. 7 P m Fsunropo, d eaoLin y4 '4X State of Connecticut City of Hartford ss. By: A_� Robert L. Raney�Senior Vice President On this the 21st day of April, 2021. before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal My Commission expires the 30th day of June, 2026 kO1pHY Anna P. Nowik, Notary Public 1 This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seat bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys-in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. 1, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 17th day of U7j September, 2024 0.,0, Gr Kevin E. Hughes, Ass cretary To verify the authenticity of this Power ofAttorney, please call as at 1-800-421-3880. Please refer to the above -named Attarney(s)-in-Fact and the details of the bond to which this PowerofAttorney is attached, TRAVELERS IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may contact Travelers Casualtv and Suretv Comnanv of America , for information or to make a complaint at: Travelers Bond Attn: Claims One Tower Square, S 102A Hartford, CT 06183 1-800-328-2189 You may contact the Texas Department of Insurance to obtain the information on companies, coverages, rights or complaints at: Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 (800) 252-3439 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition of the attached document and is given to comply with Section 2253-021, Government Code, and Section 53.202, Property Code, effective September 1, 2001. LIGHTING UNIT PRICE BID Bidlist Itcm SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Winding Meadows Drive South, City Project #105117 Project Item Information Description Bidder's Proposal Specification I Unit of I Bid Unit Price I Bid Value Section No. Measure Ouantitv Street Lighting Facilities MUD#1 1 2605.3011 2" CONDT PVC SCH 40 T ( ) 26 U5 33� LF 300 $31.471 $9,441.00 2 3441.1632 Type 33A Arm 34 41 20 EA 25 $1,510.00 $37,750.00 3 9999.0018 LED Luminaires (ATB2 40 BLEDE10) 00 00 00 EA 25 $bba.UUJ $16,725.00 4 3441.3502 Relocate Street Light Pole 34 41 & EA 3 $3,913.0U $11,739.00 5 9999.0014 Type 18 Pole UU UU UU EA 7 $3,31ti.UU ! $23,21212.00 6 9999.0015 Copper #10 UU UU UU LF 300 $b.6/1 $2,061.00 7 9999.0016 Drilled Shaft Foundation Type 3 UU UU UU EA 10 $3,1uI.UU! $31,070.00 8 9999.0017 Ground Box 1 00 00 00 EA 6 $978.001 $5,868.00 Street Lighting Subtotal MUD #1 $137,866.00 Street Lighting Facilities MUD#2 1 2605.3011 2" CONDT PVC SCH 40 (T) 26 U5 33 LF 174 $31.41 $5,475.78 2 3441.1632 Type 33A Arm 34 41 20 EA 9 $1,510.00 $13,590.00 3 3441.3502 Relocate Street Light Pole 34 41 20 EA 6 $3,y13.UU $23,478.00 4 9999.0014 Type 18 Pole 00 00 00 EA 2 $3,316.00 $6,632.00 5 9999.0015 Copper #10 UU UU UU LF 174 $6.87 $1,195.38 6 9999.0016 Drilled Shaft Foundation Type 3 UU UU UU EA 8 $3,1U/.UU $24,856.00 8 9999.0018 LED Luminaires (ATB2 40 BLEDE10) UU UU UU EA ! 25 $btiy.UU $16,725.00 Street Lighting Subtotal MUD #2 $91,952.16 Bid Summary Street Lrtinq Facilities MUD #1 Subtotal) $137 866.00 Street Liqhtinq Facilities MUD #2 Subtotal $91!952.16 Total Bidl $229,818.16 This bid is submitted by the entity listed below: Company: Independent Utility Construction, Inc. Byrd Wolfe / Street Address: 5109 Sun Valley Drive C/ City, State, Zip Code: Ft. Worth, TX 76119 Phone: Signature Title: President Date: 08/12/2024 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 120 working days after the dale when the CONTRACT commences to run as provided In the General Conditions. END OF SECTION CITY OF FORT WORTH Winding Meadows Drier Sash STANDARD CONSTRUCTION BID PROPOSAL -DEVELOPER AWARDED PROJECTS City Project #105117 Form Resised January 29.2020 00 42 43. Did Prgwsal 0045 12 DAP PREQUALIFICATION STATEMENT Page I 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 type and actual description as provided by the Water Department for water and sewer and TPW for Davine. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Roadway and Pedestrian Independent Utility Construction, Inc. 02/27/2025 Lighting The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Independent Utility Construction, Inc. BY/ chard Wolfe 5109 Sun Valley Drive Ft. Worth, TX 76119 (Si ure) TITLE: President DATE: 09/17/2024 END OF SECTION CITY OF FORT WORTH Winding Meadows Drive South CPNg105117 STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP Form Version September 1, 2015 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 105117 Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Independent Utilitv Construction. Inc. Company 5109 Sun Vallev Drive Address Ft. Worth. TX 76119 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT By: RichawMolfe Signature: Title: President BEFORE ME, the undersigned authority, on this day, personally appeared Richard Wolfe. known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of Independent Utilitv Construction. Inc. for the purposes and consideration therein expressed and in the capacity therein stated. i DER,k4Y HAND AND SEAL OF OFFICE this 1 "��day of 2024. , n A Ai 1 tk ��PPro�e CHRISTINA GARCIA Notary Public, State of Texas Comm. Expires 12 20 202a ft6ry Public in and for the State of Texas '"7,,;fill ` Notary ID 130940785 END OF SECTION CITY OF FORT WORTH Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #105117 Revised April 2, 2014 Docusign Envelope ID: C1314AEA-A742-48CD-B3A8-939250FE9B9A SECTION 00 52 43 AGREEMENT 005243-1 Developer Awarded Project Agreement Page I of4 THIS AGREEMENT, authorized on 09/17/2024 is made by and between the Developer. HT Hwv 114 Development, LP . authorized to do business in Texas and Contractor, Independent Utilitv Construction. Inc. , authorized to do business in Texas, acting by and through its duly authorized representative. Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Winding Meadows Drive South Citv Proiect #105117 FID #30114-0200431-105117-E07685 Article 3. CONTRACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 3.2 Final Acceptance. The Work will be complete for Final Acceptance within 120 working days after the date when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 3.3 Liquidated damages Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof , Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer Two Hundred & Fifty Dollars ($250.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Project 4105117 Revised June 16, 2016 Docusign Envelope ID: C1314AEA-A742-48CD-B3A8-939250FE9B9A 005243-2 Developer Awarded Project Agreement Page 2 of 4 Article 4. CONTRACT PRICE Developer agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount in current funds of Two Hundred Twentv Nine Thousand Eight Hundred Eiehteen & 16/100 Dollars (229,818.16) Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between Developer and Contractor concerning the Work consist of the following: L This Agreement. 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement b. Insurance ACORD Form(s) a. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 5. Drawings. 6. Addenda. 7. Documentation submitted by Contractor prior to Notice of Award. 8. 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 Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Project #105117 Revised June 16, 2016 Docusign Envelope ID: C1314AEA-A742-48CD-B3A8-939250FE9B9A 005243-3 Developer Awarded Project Agreement Page 3 of 4 Article 6. INDEMNIFICATION 6.1 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 snecificalty intended to overate and be effective even if it is alleged or vroven that all or some of the damages being sought were caused, in whole or in Dart, by anv 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. 6.2 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 Drovision is specifically intended to onerate 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 Dart, by anv act, omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the Developer. 7.3 Successors and Assigns. Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon DEVELOPER and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Project #105117 Revised June 16, 2016 Docusign Envelope ID: C1314AEA-A742-48CD-B3A8-939250FE9B9A 005243-4 Developer Awarded Project Agreement Page 4 of 4 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date") Contractor: Independent Utility Construction, Inc. By: (Signature) Richard Wolfe (Printed Name) Title: President Company Name: Independent Utility Construction, Inc. Address: 5109 Sun Valley Drive Ft. Worth, TX 76119 Date: 09/17/2024 J ;' O 'qj�•� 2 oivSEALm��= 7.979 t TEXAS n<0``��``` Developer: HT Hwy 114 Development, LP By: see attached (Signature) Robert W. Witte (Printed Name) Title: Senior Managing Director Company Name: HT Hwy 114 Development, LP Address: 2700 Commerce St., Suite 1600 Dallas, TX 75226 Date: 9/ 17/24 CITY OF FORT WORTH Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Project.4105117 Revised June 16, 2016 Docusign Envelope ID: C1314AEA-A742-48CD-B3A8-939250FE9B9A HT HWY 114 DEVELOPMENT LP By: HT Hwy 114 Development LLC, its general partner By: HT Hwy 114 LP its sole member By: Hines Hwy 114 LLC, its general partner By: Hines Hwy 114 Associates LP, its sole member By: Hines Investment Management Holdings Limited Partnership, Initial its general partner pD�oc_u�Syign1e./d b��yyy:�� O R W41�tiG 1 165053BBC8B3470...y V. Witte \QlllV. 1\VV'16 r Title: Senior Managing Director / 0061 13-1 PERFORMANCE-: BONI.) Page I of 2 Bond No. 41 1541 X SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE. OF TEXAS § 5 § KNOW ALL, BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Independent Utility Construction. inc. , known as "Principal" herein and 8 WeStllelCi hisurance Companv a corporate surety(suretiCS, if more than one) duly 9 authorized to do business in the State of Texas, known as '`Surety" herein (whether one or more), 10 are held and firmly bound unto the Developer„ HIT Hwy 114 Development, LP, authorized to do 1 I business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation 12 ("City"). in the penal sum of, Two Hundred Twentv-Nine Thousand. Eisrht Hundred Eh4hteen 13 Dollars & Sixteen Cents ($229,818.16) lawful money of the United States, to be paid in Fort 14 Worth, Tarrant County. Texas for the payment of which sum well and truly to be made, jointly 15 unto the Developer and the City as dual obliges. we bind ourselves, our heirs, executors, 16 administrators, successors and assigns, jointly and severally, firmly by these presents. 17 WHEREAS, Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 19 CFA NURiber 24-01 12 : and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer 21 awarded the 17tway of September , 2024 which Contract is hereby referred to and 22 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 23 labor and other accessories defined by law, in the prosecution Of the Work, including any Change 24 Orders, as provided for in said Contract designated as Street Lighting Facilities to serve Winding 25 Meadows Drive South. 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 28 perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in full force and eftect. 32 CITY OF FORT WORTH Winding Meadows Drive South STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROIECFS City Project No. 105117 Revised January 31, 2012 0061 13-2 PERFORMANCE BOND Page 2 of 2 Bond No. 41 1541 X 2 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 3 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 4 Worth Division. 5 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 6 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 7 accordance with the provisions of said statue. 8 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this 9 instrument by duly authorized agents and officers on this the 17th day of September , 2024. 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 ATT S . (Prin pal) Secretary Richard Wolfe fitness as to Principal Christina Garcia W tness as it Surety Jennifer L. Alt PRINCIPAL: INDEPEN ,,VAT UTILITY CONSTR /"ON. INC. ,, BY: /, 665'C_/c Signature Richard Wolfe. President Name and Title Address: 5109 Sun Vallev Drive Fort Worth. 7"exas 76119 SURETY: WESTFIELD INSURANCE COMPANY B c Signature Elizabeth Gray. Attorney -in -Fact Name and Title Address: 955 Garden Park Drive, Suite 230 Allen. Texas 75013 Telephone Number: 972-516-2600 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shal I not be prior to the date the Contract is awarded. CITY OF FORT WORTH Winding Meadows Drive South STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105117 Revised January 31. 2012 0061 I4-1 PAYMF:N-1 BOND Page I oft Bond No. 411541 X I SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Indenencient Utility Construction, Inc. , known as "Principal" herein, 8 and Westfield Insurance Comi)anv , a corporate surety (or sureties if more than 9 one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 10 or more), are held and Firmly bound unto the Developer HT Hwv 114 Development LP, I I authorized to do business in Texas ("Developer'), and the City of Fort Worth, a Texas municipal 12 corporation ('City"), in the penal sum of Two l-lundred Twenty -Nine Thousand, Eieht hundred 13 EiLyhteen Dollars & Sixteen Cents ($229.818.16) lawful money of the United States, to be paid in 14 Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly 15 unto the Developer and City as dual obligees, we bind ourselves, Our heirs, executors. 16 administrators, successors and assigns, jointly and severally, firmly by these presents: 17 WHEREAS, Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth. by and through a Community Facilities 19 Agreement, CFA Number 24-01 12 ; and 20 WHEREAS, Principal has entered into a certain written Contract with Developer, 21 awarded the 17th day of September , 20 24, which Contract is hereby referred to and 22 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 23 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 24 said Contract and designated as Street Lis htine Facilities to serve Winding Meadows Drive 25 South, 26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 30 force and effect. 31 CITY OF FORT WORTH Winding Meadows- Drive South STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Prgiect No. 105117 Revised January 31, 2012 2 3 4 5 6 7 8 9 10 11 12 13 0061 1d.2 PAYMENT BOND Page 2 of 2 Bond No. 41 1541 X This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 1 7tbay of September , 20 24 AT T T: (Principal) Secretary Richard Wolfe Witness as to Principal Christina Garcia ATTEST: (Surety) Secretary Frank A. Carrino le i ness a o $Grety Jennifer L. Alt PRINCIPAL: INDEPENDEhLT UTILITY CONSTR T.1'ON, INC. BY: Signature Richard Wolfe, President Name and Title Address: 5109 Sun Valley Drive Fort Worth, Texas 76119 SURETY: WESTFIELD INSURANCE COMPANY Elizabeth Gray, Attornev-in-Fact Name and Title Address: 955 Garden Park Drive, Suite 230 Allen, Texas 75013 Telephone Number: 972-516-2600 Note: If signed by an officer of the Surety, 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Winding Meadows Drive South City Project No. 105117 006219-1 91AiNTENANCE BOND Page I or3 Bond No. 41 1541 X I SECTION 00 62 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Independent Utility Construction. Inc. . known as "Principal" herein and 9 Westfield Insurance Companv , a corporate surety (sureties, if more than one) du►y 10 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), 1 1 are held and firmly bound unto the Developer, 1-fr Hwy 114 DeVelODlnent, LP, authorized to do 12 business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation 13 (''City"), in the sum of Two Hundred Twenty -Nine Thousand. Eialit Hundred Ei,hteen Dollars & 14 Sixteen Cents ($229.818.16). lawful money of the United States, to be paid in Fort Worth. Tarrant 15 County, Texas. for payment of which sum well and truly be made jointly unto the Developer and 16 the City as dual obligees and their successors, we bind Ourselves, our heirs, executors, 17 administrators, successors and assigns, jointly and severally, firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction Of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement, CFA Number 24-01 12 and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the 17th day of September . 2024 which Contract is hereby referred to and 24 a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 25 labor and other accessories as defined by law, in the prosecution of the Work, including any 26 Work resulting from a duly authorized Change Order (collectively herein, the "Work") as 27 provided for in said Contract and designated as Street Lit-3htina), Facilities to serve Winding 28 IN/teadows Drive South; and 29 30 WHEREAS, Principal hinds 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) ycars 33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 34 CITY OF FORT WORTH Winding Vleadows Drive South STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105117 Revised JarlUary 31.2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 0062 19-2 MAIN TENANCE BONI) Page 2 of 3 Bond No. 411541 X WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all Such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31. 2012 Winding Meadows Drive South City Project No. 105117 4 5 6 7 8 9 10 II 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 006219-3 MAINTENANCE BOND Page 3 of 3 Bond No. 411 541 X IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 17th day of September , 20 24 AT T: (Principal) Secretary Richard Wolfe Witness as to Principal Christina Garcia ATTEST: (ety) Secretary Frank A. Carrino i ness as t Sure Jennifer L. Alt PRINCIPAL: INDEPENDENT UTILITY CONSTWV.' ION, INC. BY: Signature Richard Wolfe. President Name and Title Address: 5109 Sun Vallev Drive Fort Worth, Texas 76119 SURETY: WESTFIELD INSURANCE COMPANY i Elizabeth Gray. Attornev-in- Fact Name and Title Address: 955 Garden Park Drive, Suite 230 Allen, Texas 75013 Telephone Number: 972-516-2600 * ote: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31. 2012 Winding Meadows Drive South City Project No. 105117 IMPORTANT NOTICE To obtain information or make a complaint: You may call Westfield Insurance Company's and/or Ohio Farmers Insurance Company's toll -free telephone number for information or to make a complaint at: 1-800-368-3597 You may also write to Westfield Insurance Company and/or Ohio Farmers Insurance Company at: 955 Garden Park Drive, Suite 230 Allen, Texas 75013-3742 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: htto://www.tdi.state.tx.us E-mail: ConsumerProtection(a-)tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or Westfield Insurance Company and/or Ohio Farmers Insurance Comapny first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de Westfield Insurance Company's / Ohio Farmers Insurance Company's para informacion o para someter una queja al: 1-800-368-3597 Usted tambien puede escribir a Westfield Insurance Company / Ohio Farmers Insurance Company: 955 Garden Park Drive, Suite 230 Allen, Texas 75013-3742 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: hftp://www.tdi.state.tx.us E-mail: ConsumerProtectionaa.tdi.state. tx.us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o Westfield Insurance Company / Ohio Farmers Insurance Company primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME POWER # AND ISSUED PRIOR TO 09/28/23, FOR ANY PERSON OR PERSONS NAMED BELOW. General POWER NO. 4220052 06 Power Westfield Insurance Co. of Attorney Westfield National Insurance Co. CERTIFIED COPY Ohio Farmers Insurance Co. Westfield Center, Ohio Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company" and collectively as "Companies," duly organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina Cour:ty. Ohio, do by these presents make. constitute and appoint CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, DAVID W. SWEENEY, JOINTLY OR SEVERALLY of FORT WORTH and State of TX its true and lawful Attorneys) -in -Fact, with fuil power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of suretyship in any penal limit. - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OR BANK DEPOSITORY BONDS. and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President. sealed with the corporate seal of the applicable Company and duly attested by its Secretary. hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the WESTFIELD INSURANCE COMPANY. WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "Be It Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney($) -in -Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney- in -Fact, may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver. any and all bonds. recognizances, contracts. agreements of indemnity and other conditional or obligatory undertakings and arty and all notices and documents canceling or terminating the Company's liability thereunder. and any such instruments so executed by any such Attorney -in -Fact shall be as bindirg upon the Company as if signed by the President and sealed and attested by the Corporate Secretary. - `Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile. and any power of attorney or certificate bearing facsimile signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.- (Each adopted at a meeting held on February 8, 2000). In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and CHID FARMERS INSURANCE COMPANY have caused these presents to be signed by their National Surety Leader and Senior Executive and their corporate seals to be hereto affixed this 28th day of SEPTEMBER A.D., 2023 . Corporate `�SY IA&4% ;`�;' y ;.., ; VO�"' "�� r1VESTFIELD INSURANCE COMPANY Seal• :w/%, �,WESTFIELD NATIONAL INSURANCE COMPANY Affixed �Or 'a to �• ,�� = : • F •E' OHIO FARMERS INSURANCE COMPANY r�+ x SEAL 'zZ " �3LM� ro . ran State of Ohio ........By: County of Medina Ss.: Gary W. `,Stumper. National Surety Leader and Senior Executive On this 28th day of SEPTEMBER A.D., 2023 . before me personally came Gary W. Stumper to me known, who,"being by me duly sworn, did depose and say, that he resides in Medina. ON; that he is National Surety Leader and Senior Executive of WESTFIELD INSURANCE COMPANY. WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above instrument: that he knows the seals of said Companies: that the seals affixed to said instrument are such corporate seals: that they were so affixed by order of the Boards of Directors of said Companies: and that he signed his name thereto by like order. Notarial •,,. NINiy,y I,I �`!� Seal A L Affixed a `��lliriiF State of Ohio =. ,�o David A. Kotnik, Attorney at Law. Notary Public County of Medina ss.: '•,, q ��; My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) T� OF O •, ) I. Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies. which is still in full force and effect: and furthermore. the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In iIN1ness Whereof, 1 have hereunto set my hand and affixed the seals of said Companies at Westfield Center. Ohio, this 17th day of SeptembeA °",,., 2024 ' ..i SEAL .1 `O .�• may' . R' _ :°G, �. ��►-'••",��'�'� �� • �E.i�.�.�i = � � = ��•• I �'�KIIRTERE�� ' secretary ''�..,,.. rJ�j •' • Frank A. Carrino, Secretary BPOAC2 (combined) (03-22) 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 Page Article 1 — Definitions and Terminology.......................................................................................................... 1 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................5 Article2 — Preliminary Matters......................................................................................................................... 6 2.01 Before Starting Construction........................................................................................................6 2.02 Preconstruction Conference..........................................................................................................6 2.03 Public Meeting.............................................................................................................................. 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards.....................................................................................................................6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 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........................................................................................................................... 24 5.19 Delegation of Professional Design Services.............................................................................. 24 5.20 Right to Audit: ............................................................................................................................ 25 5.21 Nondiscrimination.......................................................................................................................25 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......................................................................... 26 26 26 26 26 27 a a Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................29 11.01 Notice of Defects........................................................................................................................29 11.02 Access to Work........................................................................................................................... 29 11.03 Tests and Inspections.................................................................................................................. 29 11.04 Uncovering Work....................................................................................................................... 30 11.05 City May Stop the Work.............................................................................................................30 11.06 Correction or Removal of Defective Work................................................................................30 11.07 Correction Period........................................................................................................................30 11.08 City May Correct Defective Work............................................................................................. 31 Article12 - Completion.................................................................................................................................. 32 12.01 Contractor's Warranty of Title................................................................................................... 32 12.02 Partial Utilization........................................................................................................................ 32 12.03 Final Inspection...........................................................................................................................32 12.04 Final Acceptance.........................................................................................................................33 Article13 - Suspension of Work....................................................................................................................33 13.01 City May Suspend Work............................................................................................................ 33 Article14 - Miscellaneous.............................................................................................................................. 34 14.01 Giving Notice.............................................................................................................................. 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.02 Computation of Times ........................... 14.03 Cumulative Remedies ............................ 14.04 Survival of Obligations .......................... 14.05 Headings ................................................. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 34 34 35 35 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 verb 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 a part 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 parry 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 0073 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 0073 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 0073 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 0073 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 0073 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 0073 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.B. 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 0073 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) ❑x Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. ® Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the I 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 0073 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 0073 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 0073 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 0073 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 0073 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 0073 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 parry to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 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 0073 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 0073 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. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 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 0073 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the 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 parry. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 DIVISION 01 GENERAL REQUIREMENTS 011100-1 DAP SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 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. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN #105117 Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN #105117 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 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] MBiel 1XI]OMBlom 11130 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN #105117 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION 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 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended _Received late By Date Remarks Date Rejected CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 0131 19- 1 DAP PRECONSTRUCTION MEETING SECTION 01 31 19 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 0131 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 0131 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] M 11e1 ZIII,3 01401 Ule1 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] I Nei 1ZI] W DION I Mei Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 SECTION 0133 00 DAP SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Pagel of 8 General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 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 1/2 inches x 11 inches to 8 1/2 inches x 1linches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 01 33 00 - 3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 01 33 00 - 4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 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 b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 01 33 00 - 6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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 Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August 30, 2013 0135 13- 1 DAP SPECIAL PROJECT PROCEDURES SECTION 0135 13 SPECIAL PROJECT PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 7 The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking 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 33 12 25 — Connection to Existing Water Mains 1.2 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. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction Specification 1.3 ADMINISTRATIVE REQUIREMENTS A. Coordination with the Texas Department of Transportation 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August, 30, 2013 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 0131 13 E. Water Department Coordination 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 Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. F. Public Notification Prior to Beginning Construction Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August, 30, 2013 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) At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 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 Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1.4 SUBMITTALS [NOT USED] 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.6 CLOSEOUT SUBMITTALS [NOT USED] 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.8 QUALITY ASSURANCE [NOT USED] 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.10 FIELD [SITE] CONDITIONS [NOT USED] 1.11 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] M 11e1 ZIII i 01401 Ulei Revision Log DATE NAME SUMMARY OF CHANGE 1.3.13— Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August, 30, 2013 013513-6 DAP SPECIAL PROJECT PROCEDURES EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: Page 6 of 7 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> m 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 Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised August, 30, 2013 Date: EXHIBIT B FORT WORTH DOE NO. XXXX Project Name: 0135 13 -7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 NOTICE OF TEMPORARY WATER SERVICE INITERRUPTIONI DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 9105117 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH Tradition, Winding Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Drive South Revised March 20, 2020 CPN# 105117 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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 03/20/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH Tradition, Winding Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Drive South Revised March 20, 2020 CPN #105117 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Pagel of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 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. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised JULY 1, 2011 015000-2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised JULY 1, 2011 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised JULY 1, 2011 01 55 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised July 1, 2011 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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 CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised July 1, 2011 01 55 26 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised July 1, 2011 0157 13- 1 DAP STORM WATER POLLUTION PREVENTION Pagel of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control 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. f1nd�01 y 01.1 DM.cWokl A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised July 1, 2011 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1XIM11 1-3ulY0Ell K A. SWPPP Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised July 1, 2011 0157 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: 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] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Tradition Winding Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Drive South Revised March 20, 2020 CPN #105117 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME END OF SECTION Revision Log SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magafia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH Tradition, Winding Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Drive South Revised March 20, 2020 CPN #105117 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Pagel of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements L2 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. L3 REFERENCES [NOT USED] L4 ADMINISTRATIVE REQUIREMENTS [NOT USED] L5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 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. CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION Pagel of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 017000-2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 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 price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section I.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 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 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 017123-1 DAP CONSTRUCTION STAKING AND SURVEY Page 1 of 4 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Certificates 1. Provide certificate certifying that elevations and locations of improvements are in conformance or non-conformance with requirements of the Contract Documents. a. Certificate must be sealed by a registered professional land surveyor in the State of Texas. CITY OF FORT WORTH Tradition, Winding Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Drive South Revised April 7, 2014 CPN #105117 01 71 23 - 2 DAP CONSTRUCTION STAKING AND SURVEY Page 2 of 4 B. Field Quality Control Submittals 1. Documentation verifying accuracy of field engineering work. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the City. 2. Coordination a. Contact City's Project Representative at least 2 weeks in advance for scheduling of Construction Staking. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes furnished by City. b. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor's neglect, such that the contracted Work cannot take place, then the Contractor will be required to pay the City for new staking with a 25 percent markup. The cost for staking will be deducted from the payment due to the Contractor for the Project. B. Construction Survey 1. Construction Survey will be performed by the City. 2. Coordination a. Contractor to verify that control data established in the design survey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c. It is the Contractor's responsibility to coordinate Construction Survey such that construction activities are not delayed or negatively impacted. d. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. 1) City shall perform replacements and/or restorations. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 250 linear feet (2) Horizontal and vertical points of inflection, curvature, etc. (All CITY OF FORT WORTH Tradition, Winding Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Drive South Revised April 7, 2014 CPN #105117 01 71 23 - 3 DAP CONSTRUCTION STAKING AND SURVEY Page 3 of 4 Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines (7) Fire hydrants (8) Gate valves (9) Plugs, stubouts, dead-end lines (10) Air Release valves (Manhole rim and vent pipe) (11) Blow off valves (Manhole rim and valve lid) (12) Pressure plane valves (13) Cleaning wyes (14) Casing pipe (each end) b) Storm Sewer (1) Top of pipe elevations and coordinates at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. c) Sanitary Sewer (1) Top of pipe elevations and coordinates for sanitary sewer lines at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. (c) Cleanouts c. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work associated with meeting or exceeding the line and grade required by these Specifications. d. The Contractor will need to ensure coordination is maintained with the City to perform construction survey and to verify control data, including but not limited to the following: 1) Established benchmarks and control points provided for the Contractor's use are accurate 2) Benchmarks were used to furnish and maintain all reference lines and grades for tunneling 3) Lines and grades were used to establish the location of the pipe 4) Submit to the City copies of field notes used to establish all lines and grades and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City to verify the guidance system and the line and grade of the carrier pipe on a daily basis. 6) The Contractor remains fully responsible for the accuracy of the work and the correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to City. 9) If the installation does not meet the specified tolerances, immediately notify the City and correct the installation in accordance with the Contract Documents. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Tradition, Winding Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Drive South Revised April 7, 2014 CPN #105117 01 71 23 - 4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Tradition, Winding Meadows STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Drive South Revised April 7, 2014 CPN #105117 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 DAP CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding flf► ' : 7W405IBiel 89'1914M1111991. 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 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 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 Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 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] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 01 74 23 - 3 DAP CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Pagel of 3 A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. f XIM-1111:3u 1101F.3 &I A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 01 78 23 - 1 DAP OPERATION AND MAINTENANCE DATA Pagel of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be approved by the City prior to delivery. [prii 1Q101911170 /.'%I1110FR IN111307 11010 ski A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 %2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 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 b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 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. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Pagel of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION 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. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 017839-2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Tradition, Winding Meadows Drive South STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #105117 Revised April 7, 2014 FORT WORTH, Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 15 inch diameter shall be approved for use by the Water Department on a Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Auld Kogyo K.R. 1 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products 1 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 1 1/26199 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc 1 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS Water&c der - Manholes & Bases/Fiberglass 33-39-13 (1 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. 1 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing rr Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16 * 33 05 13 IMaahole Fmmc., and Covers Western Iron Works, Bass & Hays Foundry basis. Adeka Ultra -Seal P-201 Drawing No. 35-0048-001 250-4G Gasket HDPE Adjustment Ring WrapidSeal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) Flowtite be required for some &FITH11• ASTMD22- ASTM C-443/C-361 ASTM 3753 Updated: 03/07/2023 SS MH Traffic and Non -traffic area Non -traffic area Non -traffic area 1001 1 1 24"x40" WD 3305 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 1 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia. 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V 1432-2 and V 1483 Designs AASHTO M306-04 30" Dia. 11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651 FWN & MH16502 30" Dia 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MR32FTWSS-DC 30" Dia 08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 30" ERGO XL Assembly 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSHTO MI 05 & ASTM A536 30" Dia 06/01/17 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia, CAP-ONE-30-FTW, Composite, w/ Lack .111111 33 0 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hmg 30" Dia. 10/07/21 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. PEI* l Water & Sew-0—Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/1 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamnght 24" Dia. * 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 3305 13 Manhole Frames and Covers Western bear Works,Bass & Hays Foundry 300-24P 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 33 05 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 (Rev 1/8/1 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item 949 ASTM C 478 48" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Dram w 24" Ring 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 3920 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas ASTM C-478; ASTM C-923; 03/01/23 33 39 20 Manhole, Precast Concrete AaraiTex Pipe and Products, LLC 48" & 60" LD. Manhole w/32" Cone ASTM C-443 03/07/23 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete P3 Polymers, RockHardscp 48" & 60" LD. Manhole w/32" Cone 04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Amitcch USA Meyer Polycrete Pipe �* Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious� _ EI-14 Manhole Rehab Systems Quarter 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc. Refiner MSP EI-14 Manhole Rehab Systems AP/M Permaform 4120/01 E I-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 EI-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Produet Misc. Use * From Original Standard Products List FORT WORTH, Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 15 inch diameter shall be approved for use by the Water Department on a basis. Special beddin¢ may be required for some Updated: 03/07/2023 I 01111111 EI-14 Manhole Rehab Systems SpraWoq, Spray Wall Polyurethane Coating ASTM D639/D790 I 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) Structures Only I 01/31/06 Coatings for Corrosion Protection Chesterton Are 791, S1BB, SI, S2 Acid Resistance Test Sewer Applications I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications a., ,a,»., ....o<. „a.aPp.cc..aK ..act-r.ac.c„aP.ay 03/19/18 33 39 20 Coating for Corrosion protection(Exterior) Sherwin William s Grade (Asphat[c Emulsion) Structures Only Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) * 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. I * 3305 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. I I * 3305 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. I I 09/23/96 33 05 13 Manhole Insert Somhwestem Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia I I 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia I Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) * 33 11 10 Ductile Iron Pipe Griffin Pope Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 3" thin 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" thin 30" 08/24/18 33 11 10 Ductile It. Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 4" thin 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C151 ° 33 11 10 Ductile Iron Pipe MCWane Cast Iron Pipe Co. AWWA CI50, C151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatings/Epoxy 33-39-60 (01/08/131 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.33 I 12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series I I 04/14/05 Interim Ductile Iron Pipe Coating Indmon Proteeto 401 ASTM B-117 Ductile Iron Pipe Only I I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, SIHB, SI, S2 Acid Resistance Test Sewer Applications I I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications I Sewer - Coatings/Polyurethane I 1 01/21/11 33-31-70 1Air Release Valve I A.R.I. USA, Inc. I D025LTP02(Composite Body) I * E 1-04 onc. Pipe, Reinforced Wall Concrete Pipe Co. Inc ASTM C 76 I I E t-04 one. Pipe, Reinforced [Cone. Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 I IE I-04 onc. Pipe, Reinforced Hanson Concrete Products - ASTM C 76 I I EI-04 Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 I Sewer - Pipe Enlargment System (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 I TRS Systems Trenchless Replacement System Polyethylene Calgarv, Canada Approved Previously I Sewer - Pipe/Fi)erglass Reinforced/ 33-31-13(1/8/13) 7/21/97 33 31 13 Cent Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Hobas Pipe (Non -Pressure) ASTM D3262/D3754 I 03/22/10 3331 13 Fiberglass Pipe (FRP) Ame on Bondstrand RPMP Pipe ASTM D3262/D3754 I 04/09/21 33 31 13 Glass -Fiber Reinforced Pol er Pipe FRP Thompson Pipe GroupThompson 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 4/14/05 Polvmer Modified Concrete Pipe Amnech USA Meyer Polycrete Pipe ASTM C33, A216, F411 8" to 112", Class V I06/09/10 El-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polvmer Concrete Pine ASTM C-76 I Sewer - Pipes/HDPE 33-31-23(1/8/13) * From Original Standard Products List CITY OF FORT WORTH FORT WORTH, WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some ApprovalI. Classsification Manufacturer Model No. National * Hrgh-density polyethylene pipe Phillips Driscu ive, Inc Opticore Ductile Polyethylene Pipe ASTM D 1248 * Hrgh-density polyethylene pipe Plesco Inc. ASTM D 1248 * Hrgh-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 High -density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248 12/02/11 33- PVC Pressure Pipe Pipelife Jetstroam PVC Pressure Pipe AW WA C900 4" thou l2" 10/22/14 ItDR-l4 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thou 12" Sewer - Pipes/PVC* 33-31-20 E 1/131 * 33-31-20 PVC Sewer Pipe 1-M Manufacturing Co., Inc. (1M Eagle) SDR-26 ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 ASTM D 3034 4" thou 15" * 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thou 15" 01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thou 15" 11/11/98 33-31-20 PVC Sewer Rpe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27" * 33-31-20 PVC Sewer Pipe 1-M Manufacturing Co, Inc. (1M Eagle) SDR 26/35 PS 115/46 ASTM F 679 18" - 28" 09/11/12 33-31-20 PVC Sewer P' e Piq life Jet Stream SDR-26 and SDR-35 ASTM F-679 18" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" * 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlak) Gasketed PVC Sewer Main Finings ASTM D 3034 3/19/2018 33 3120 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24" 3/19/2018 33 3120 PVC Sewer PTc Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 3120 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034/F-679 4"- 15" 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 11" 10/22/2020 33 3120 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26/35 PS 115/46 ASTM F-679 18"- 36" * Cured in PlacePipe 1nsiNPorm Texark, Inc ASTM F 1216 OS/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813 OS/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technoogv (Inhner USA) [miner Technology ASTM F 1216 Sewer - Pipes/L.hab/Fold & Farm * Fold and Form Pipe Cullum Pipe Systems, Inc. 11/03/98 Fold and Form Pipc lnsituform Technologies, Inc. Insimform "NuPlpe" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipc Ultralmer Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter Sewer - Pipes/Gwen Profile Large 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 Uponor ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60" 05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products D-- ASTM F 2562 24" to 72" * From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval I. Classsification Manufacturer ModelI. National Spec Water - ADaurtenances 33212-10 (07/Ol/131 01/18/18 334240 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2"S11, on to 24"Pipe 08/28/02 Double Strap Saddle Smith Blau #317 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" PiRe 03/07/23 33-12-10 Double Strap Service Saddle Powerseal 13450AS, Incl. Corp. Stop, Dbl Strap, Stainless NSF ANSI 372 1 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and I" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 610OTM and 6101M I %" and 2" FB600-7NL, FB1600-7-NL, FV23-777-W-NL, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. -2-7-L AWWA C800 2" FB600-6-NL, FB1600-6-NL, FV23-666-W- 1111018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, L22-66NL AWWA C800 1-111. FB6004-NL, FB1600-4-NL, Bl l-444-WR- 1111018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NIL, 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 2" 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 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 1" 01/26/00 Coated Tapping Saddle with Double SS Straps JCM 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) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sloove (Coated or Stainless Stool) JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sloove (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sloove (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sloove (Stamless Steel) Romac SST Stainless Stool AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sloove (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-lEPAF FTW Plastic Meter Box w/Composite Lid DPW Plastics Inc. DFW39C-12-lEPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-lEPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/111 * El-I1 Combination Air Release Valve Combination At Release Valve Multiplex Manufacturing Cc Valve and Primer Corp. Crispin Air and Vacuum Valves, Model No. APCO #143C, #145C and #147C 1/2", 1" & 2" 1", 2" & 3" Water - Dry Barrel Fire Hydrants 33-1240 (01/15/14) 10/01/87 E-1-12 Pry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 ➢ry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 ➢ry 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 ;try Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 ➢ry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 ;try Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurion AWWA C-502 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 110251 AWWA C-102 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control AFC Wmerous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250 02/05/93 1 EI01-5 IDetector Check Meter 08/05/04 Magnetic Drive Vertical Turbine Ames Company Model 1000 Detector Check Valve AW WA C550 4" - 10" Hcrscy Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval Spec I. Classsification Manufacturer ModelINational Water - Pities/PVC (Pressure Water) 33-31-70 (01/08/13) _X M a ' L I I 01/18/18 33-I1-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 ASTM D1784 V-12" I 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" I 3/19/2018 3311 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 I6"-24" I 5/25/2018 3311 12 PVC Pressure Pipe Diamond Plastics Comoration DR 14 AWWA C900 4"-12" 5/25/2018 3311 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" AWWA C900-16 UL 1285 12/6/2018 3311 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 ANSI/NSF 61 4"-28" FM 1612 12/6/2018 3311 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 " ° 16"-24" 9/6/2019 3311 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16"-24" 9/6/2019 3311 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"- 12" 9/6/2019 3311 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" I Water - Piues/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) I 07/23/92 E I-07 Ductile Iron Fittings Star Pipe Products, Inc Mechanical Joint Fittings AWWA C153 & C110 I EI-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Finings AWWA C 110 I I * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111 I I 08/11/98 EI-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fillings, SSB Class 351 AWWA C 153, C 110, C 112 I I 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AW WA C153 4"-12" I I 05/14/98 EI-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AW WA C111/C153 4" to 36" I I 05/14/98 EI-24 PVC Joint Restraints Ford Meter Box Co /Uni-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/C153 4" to 24" I I 11/09/04 EI-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C1161CI53 4" to 12" I I 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C1161CI53 4" to I" I I 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA C111/C1161CI53 4" to 24" I I 08/05/04 EI-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AW WA C111/C153 4" to 10" I I 03/06/19 33-I1-I1 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA C111/C153 4" to 12" I I 08/05/04 EI-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA C111/C153 12" to 24" I I 08/10/98 EI-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLDE AW WA C153 4" - 24" I I 10/12/10 E1-24 Interim Restrained Joint System S & B Techncial Products Bulldog System( Diamond Lok 21 & 1M ASTM F-1624 4" to 12" I I 08/16/06 EI-07 Mechanical Joint Fittings SIP Indrunies(Serampore) Mechanical Joint Finings AWWA C153 4" to 24" I I 11/07/16 33-I1-I1 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AW WA CI I I I I 11/07/16 33-I1-I1 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrp Series 3000 ASTM A536 AW WA CI I I I EZ Grip Joint Restraint (8ZD) Black For DIP 03/11/18 334141 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 V-12" 03/19/18 33-11-I1 Mechanical Joint Retainer Glands SIP Indusrries(Serampore) nc vuP J V°��,noat-�n._� neLL 1Vf �xV° ASTM A536 AW WA Cl l I 16'-24" I Water - Piues/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) I Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" I 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" I I 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" I I 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16 I I 10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" I I 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AW WA C515 42" and 48" I I 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Sesded GV AWWA C509 4" to 12" I I 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller I I * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" I I E1-26 Resilient Seated Gate Valve M&H 4" - 12" I I * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" I I 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" I I 01/23/03 Resilient Wedge Gate Valve Mueller Co. Sens A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller I I 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36" I I 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" I I 01/28/88 EI-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" I I 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16" I I 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller I I 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AW WA C515 30" and 36" (Note 3) I 11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3) 05/08/91 EI-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" I EI-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Metrosea1250, requirements SPL #74 3" to 16" I 11126116 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) EJ Fl—Master Gate Valve & Boxes 08/24/18 I Mateo Gate Valve Matco-Noroa 225 MR AWWA/ANSI C115/An21.15 4" to 16" I I * From Original Standard Products List FORT WORTH, Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 15 inch diameter shall be approved for use by the Water Department on a basis. for some Updated: 03/07/2023 * EL-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24" * EI-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 EI-30 Rubber Seated Butterfly Valve Demirik Valves Co. AWWA C-504 24" and larger 06/12/03 EI-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatm American Butterfly Valve. AWWA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 33 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54" Water - Polvet] vlene Encasement 33-11-10 (OL2Lj31 ALI 05/12/05 FI-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8mil LLD 05/12/05 E 1-13 Polyethylene Encasment Mountain States Plashes (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 and LLD Water - Samolin i Station 03/07/23 1 33 12 50 1 Water Sampling Station M Eclipse Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50 Water - Automatic Flusher EMW 10/21/20 Automated Flushing System 04/09/21 Automated Flushing System Mueller Hydroguard HG2-A-iN-2-PVC0I8-LPLGH'arranent) Kupf le Foundry Company Eclipse 49800wc 1 04/09/21 (Automated Flushing System Kupferle Foundry Company Eclipse 49700 (Portable) * From Original Standard Products List CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 C—te 12022 033000 Mx Deupn Amenwn Cnncrcte C,cruen, 30CAF029 30(M pas Concrete for Sidem1b A ADA Ramps 112022 033000 Mix Dennis Amenwn Concrete Cump:m OIJAF3921ax)yal Concrete Bane M.t<nel for Trench Rep., 9 9 2022 03 30 00 Mix D. or. A-- Concrete Cnmmn, 4DCNF065 41Rtd pa Concrete for Menhulm A U.7 Stmer- 992U22 03,000 Mix Devpn Amenwn Concrete Cure— 45CAF07645Wssu Concrete l'ar Hired Placed Pannq 9 92U22 113 30 W Mix Deign Atom DI OMIOU 1737 4300 ins Cuncrcic for [ d Placed Paring 99 2022 03 30 W Mi.x Deaipn Arne. DIOOW001791 4500 mi Cuncrcic for Herd Placed Pa,tnp 919'2022 01 3l1 W Mx DemRn A,,: DI00001)D1793 4500 psi Cuneoelc fur Hind Placed P—np 9/92022 .33000 Mix 13-pn Arpin D1000NA ,03 4500 ins Cuncrcic fur Hand Placed Pennp 9'9'2022 0331W Mix Deign Afaw DIOOO0002107 4500 ms Concrcle fur Hand Place) Prima T' '2022 03 100 Mix Dorian Araou DIOOOOOO 1273 45W n C'oncrcic for H.nJ Place) Prima 9'92023 03 30 W Mix Design Argw D10000001617 36IXf psi Concrcle far Mahone Placed P-eg 9'92022 03 30 W Mix Design Argue DIOWOWR361 45W @i Concrete for HFS P.nnp 9192022 03 30 W Mn Dorian Argw D10000009857 50yyi Flovwble Fdl -CLSM T92022 03 30 W Miz D.:ipn Argw DI0000001055 36D0 pai Concrcle for Inleh. lumbnn Brea, Manholes, Channel L oi, Sidcmalb. D wwev,, Curb A Quite, 9/92022 Ol 30 W Mn Design Argm D10000010d3S 30W pin Concrcle for Sidevnlb. C'urM 9/92022 03 3000 Mix Design Argw DIOOOWI565S 3000- Concrete for Curb., Curb A U—ni, Side„olb, Dn,x—. ADA Ramp, 9192022 03 30 W Mix Dceian Argw DIOOOW1615 36W pin Concrete for Inle4, Boxes, Enwensnl, Blcekmg 9'92022 0330W Mz resign Argw D1000000106136W 7.Concrete for lnleB, Bra, Enwumenl, Blocking 992022 03 30 W M,x Design Argw D10WWD1Dg3S 4UOd ma Concrcle for Ve1,e Pad., Inlet, Slructum, Hud-11., Th— Blacken 9 7 2022 03 30 W Mx D.: Argw D10000001083 40W pu Concrete l Val v Pad:, Inlcu. Structures. Headwall,. Thm,t Blocking '1 9 2022 03 3000 Mx Design Araw DI 000000169540W pa Co.,.[. for Vahx Pads 9 9 21)22 0? 30 W Mix I c: o Argw D10000005751 750 PO Cnncrcic B.0 for Trench Rep.., 192022 033000 Mrx Dena, Argw D10000001681 4MK) pn Concrete for Fk duxlk Rafunmg Will,, Box Culverts. Valley Oullm 992022 03 30 00 Mix UuiPn Bµ D Courtin 7SKGRT 30W pu Concrete for Gong 'J'9 2022 03 3D (K) Ma Dpipn BIR D Concrete 14500AE 4511URa, Concrete for Flip F�rlr Stre�pth Pnnna 5 22023 32 13 13 Mix Dnlpn Big D Co.nete CM14520AE 45W Concrete fur sd PIu Pn'InR 9'21122 03 3D (IU Miz DeaoRn BIR To xn Concoct. c. 452W5-1 45(Kl p, heiuigraced ix," 992(22 (13 30 W Mix Design BI¢ Town Concrcle 450065-1 45Wppa hand placedyy„u¢ 9'92:122 133UW Ma Deign Bumcu Tcxu 451I5WBG 45(q pn Concrete Mixfor Fond Placed Paving -Sturm Stmcmre 9.'92022 03 30 W Mn Design Bumco Texas 4011553BO 40M p, Cumrete Mx for Machine Placed P,,,ng 9192022 033000 M.x Deign Bumco Tcxm 55UI20AG 4M'0 Pu Concrete Mx for High E fly SireSyth Pevlr�q 9'92122 03 31W Mix Design Bumco Terns 3W I WAG 30W m, Cunene Mx for RyPee Collars, Infra. Then Blucb, Sidcvvelb, ADA Rump, 9/9/2022 03 30 W Mrs De.ipn Burrito Tcxm 30U1 OIAG 3000 p, Concrete Mix for Flamxnk 9'9'2022 033000 Mx Design Bumcu T.... 301ISWBG 3W0 pu Concrete Mix for Blocking, Enmacmcnr. Curb Inlet. lunnio. B.—Fue H,drent Pads D—cmya. Curb 8 Gone.. Sidewlb. ADA RamR. 9'92022 0330W Met Deign Bumco T.xa.+ 40USWB04W0 pn l,oecrete M.., WStorm Drain Slruc(um. Do,e—.. Screen W.M. CO.. 9'92022 03 30 W Mx Design Bumco Texas �6USWBG 36W pin Concrete Mix Ibr Lghu end Tra0ic Siawl Fnundatrom 9'92022 03.1000 Mx Design Bum.. Tcxm OSY450BA PW pai Concrete Mix Ior Bue for Remr 992022 D3 30 W Mix Deai¢n Bum<o Texns 01 YF90BF 100 5l Concrcle Mix for FIow.Ne FIII IIg2024 03 30 W Mn D-jr. Bumco Tcxm T. ,36U502BG 1 S 7d S.cb 3,600J a Concrete Miz for Utburi, 8 Toi is Si .1 Foundations 411'2024 033000 mix D.ngn Bumcn Texas ``3SUSWB035Wyya�l Cowrcic Mixa for Crmem1k, 4'7:2024 03 30 W Mx D. en Bumcn Texas 'iLUSWBG 30llOpn Concrcle Mi. Ior Sidewalk, 4' 12024 t03 30 W Mix D-Rit Bumcn Tex, 109Y450BA Orou( 4 12024 1 3 30 W mix Ikngn Bumcn Tans IOI Y690BF 100 Concrete Mix for Flnwabk Fill 4 1 2074 103 30 W Mx Design Bumcn T... 15SU120AG 4 i Cpmrcl Miz f r Fhgh E dv Stmng(b 300 -p i 3 days 4I 2023 n 9 2U22 l033416 1 3 30 W Mix Design Mix Ikaixn Bum-Tcxm IIOYHSOBFI ysiConcrete Bm Ma en.I for Trench Rcp.n it 2022 IU31000 Mix Design Carder Cnncrcte Carder Concrete IFWCCfA2021 45(10 wl concrete for Fond Placed Pn,nq IFWCC552W1 moo oat for Web —Placed Pevnnq 992022 10?30W Mix Ucngn Carder Concrete IFWCC-09: P�ifoo M,,h.. Placed Paving 992022 1033000 Mix Design Coder Concrete IFWCC359101 Flowablc Fill -CLSM 9'92022 1031O00 Mu Dcu¢n Carder C,mmic 1FWFF2175D1 R-11, Fill -CLSM 9'912022 1033010 Mx Deign Carder Concrctc 1FWCC602W140M pit Concrete for Storm Dou. Slmcturm. Manhole. Hedwxll.. Rcrnnmg W.1k Valley Guuer.. Done Apprwchn 199,2022 10330W Mix Deign ,Carder Concrete IFWCC50202135Wm,w,,mi,for S.de,vxlk,.D,niw .Ra�Q .Curb&Gulter 1992022 10330W Mix [keign ICprder Concrctc IFWCC502W130IX)pn for Sldeualk.. Dove w. Ramp,, Curb $. Guueo, FI.Mx,k 1992022 10130W Mix Uengn IChuIN, Concrete 1414236GO wi Concrete for Curb frets luncoon Boxea 1992022 10330 on Mix Deign ICh:dc'. Concrcle 1451g dOW pai Concrelefor Hedvo,16. W,��j��II. 1' 19,9022 103 3000 :03 :033000 Mx Raian 1Ch:dNa Concrete 15167 36M pn Cnncrcte Mix for Machine Placed P.vi jj 199'2022 1033000 Mx Dc: Mx M'go IC harley, Concrete ICh:rle,'a Concrete 1460945W}�5,Concrete Mx for Hued Hued Paving. Manhole, 1610345�pn Cnncrcte Mrx far Hand Placed P.I.-Munhulea 1992U22 1033000 Mx Design ICharIN:Co..:.te 145023IX1(sy:i Concrete Mix tin Sidewxlb 1'J'9'2022 103 30 W Mix [king. l Ch.de,'f Concrete 13759 3W(f p0 Concrcle M,x far S,dewalb 19'92022 10330W Mn De.... ICWrlcVs Concrete 11502:50 p i Concrete for F1—ble F,11-CLSM 19'92022 ID33000 Mix Design ICherlNa Concrcle 15181 SO Psi Concrcle for Fl—ble Fill-CLSM 19/9,2(122 1033DW Mx Deign IChuINa Cuncrcic 5M24O0 pai Concrete for Storm Drain Structure 19/9'2022 19'92D22 103 3D 00 1033000 Mix Dix, gn Mx Dcaipn IC'h.rle,', C'uncoelc 6595 50W pi Cowrerc Mix for }1` F-11. Surcn¢uh P—rut 19/92022 1033000 Mn Design lCher1 W. Cuneseue IChuhalm Toed It Mx 16589450 P i Cuncreue Mx for Hi, Fork Surevh P.—P tC 13020AEi().,, Concrete frflnvc ,. Curb&Goner 19/92022 1033000 ,Mx Deign IOr, Concrcle C—pan, 111-350.FF 50-150 pai C,m,t, for Flouable Fdl-CLSM FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT -'1.�" STANDARD PRODUCTS LIST AS OF OS/16/2024 I Coneretr (Conrmued) 1 2022 03 30 W hnz IScslµn C,ry concrete Comwnv 30HA25➢3000 par Concrete for RI RED 1'I 9 2022 03 }0 W M,z Ixs,µn CIN Concrcic Comwnv ?OHA20➢ IOW DeConcrete Mix r li(«klg�. &dcnalka. Fl+mnrk, Pads 19.92022 033UW Mix Dcaom C,ry Concrete Comwnv 45NO25➢3600 pa:C.—te Mix for Dnllcd Sh,flL,ghnng and TnlRc S,Imal F... dabans 19'92022 03 30 W Mn De„Rn CIry Concrcic Comwnv 500025➢36W w, Slum DVys.....d Dolled Sh.fl I99-022 0 Oil Mrz Design Crry Concrctc Comwny 45NA20➢45W Dar Concrete Ma for Hand Placed Paving 19 9 2022 03 30 W Mix De.,gn CIry Concrete Company 3.2011 36W pi Concor, Ma for Machine Placcd P,nng 1992022 1,330W Mix Dea,gn C,ly Concrete Comwnv 36JAOOIJ 36Wyxi Concrete Mix for Machine Placed Pavng 19'9 2U22 03 30 W Design Mix CMoI C.1. C.mwny 4OLA2011 4 1 p+1 Concrete Mix tin SI—Dram Strvclum 111 16 2022 tl3 30 W 11121123 03 30 W Mix Desgn Mix Design Co, Cmrcrelc Comwnv CLN025➢ 36MI qgni Concrcic for Dolled Shen L1 " and TntRc S)�,uI Fuundelunu 15 5 2U23 UI 3111 Mix Dentin C,w Concrete Comwnv C:n Cpncnle Co^^yypp CCNA250AG 36,)0 p,, Concrete for D.IIN ShaH'Liphb�( nJ TreOic Sig,ul Foundation, CSSQA250AG 3.6q+ Concrcic for Slum DaDlacemenlS uOa.Ihrderwater Shells I9 9 2u22 03 30 W Mix Desgn Cox Tuwn Red, M,a�Iv 250 30M psi C.-- Msx for Sidewalk, Dm m,,. ADA Ramp, 1992022 03 300 Mix Deng. Cow Tuwn Red, Mix 350 3UWppa Concrete MIX for Sidewalk, Driw—, ADA Ramp, 19 V 2022 0334 13 M,x Design Caw Town Red, M,x 9 70 Ffow�Ne Fdi CM 1`s 9 2022 0334 13 Mix Design Cow Tuwn Red, box 9-g-272,yai Fluwable FCL CLSM 14 9 2022 0334 13 Mix Desgn Cow Town Red, M,x 220-g 50 Da, Concrete Mix for Fluwahle Fill -CLSM 19 v 2022 03 34 13 FLx Dcagn Cow Town Red, Mix I32M 50 p?: Concrete Mix for FluweN. Fill - CLSM 1992022 03 30 W Mix Dea,gn Cow Town Red, Mix 123M 756 si Concnte Bane Material for Trench Rey , 19'92022 1V: V 2022 19: 012022 l�D3 30 W 1i13 30 W 03 30 00 Mix Dcngo Mix Deign M:x Dea. Cnw Town Rod, Mix Cnw Town Red: Mix Caw Town Red, Mix 1S30SS 75�par Concrete Base Metrnal f Trench Rcwn 1353 307y Concrete Mix for S.dcwalka, ADA Ramp,. Dnve,ny,, Curb & Chm Safety End Treamcnh. Non-T%DOT Relnmil�W+Ils 1 `/92022 I033000 on I.Lx Deign Co. Tuwn Red Mix 253-W 3660i pp l Concrete Mix Sidewalk,, ADA Raiiiiryry,. Dmzwna. Curb & Gutter. Saki, End Treatment, Nnrr-TxDOT Rel+imnµ �26040009+,L-oncme Mix for Bndµ<Slaba. Box Cul,'<m. Headwalls 19 92022 103 30 0 Mix Denim Caw Torte Red, Mn 1260.1 3600 pn Concrete Mix f r Hwdwalla 19 92022 1033000 0 Mix Oman Cow Torte Red, Mix 1260-2 3600 par Concrete Mix for Box Culvcro. Headwall, :9'92022 1033000 Mlx Deasga Cow To —Red, Mix 136040W}� ,Concra< Mrx for Bndµc Slab, Box Cul,c .,Headwalls 1992022 10} }0 W Mix Ueaign ICow Tmn Red, Ma 1360.1 1600syfai Concrcle htix for Be. Nlvcrt,. Headxalla, Wmµwalls 19 c92022 103 30 W M,x Des,µ. ICow To— Red. M:. 1264-N 4506 Concrete Mix for Hand Placed P,nng 1992U22 1033000 Mix Dentin IC Town Red: Mix L, "45W pv, Concrete Mix to r Hand Placed Pn'inµ 19 9 2U22 1113 30 W Mix Dcnµ, ICow Town Red, Mn 1265 450(1 pet Concrete Mix for Hand Placed Paring 19 9 2022 IU3 ?O W M,x De„gn ICow Town Redi Mix 1365 45WA si Concrcle Mix for Hand Placed Paring 1992022 103 ?0 W Mix IXagn ICow Town Red, Mix I370.NC dSW n Concrete for HES P„sng 19 9 2022 143 30 W Mix D.,gn IC— Tuxn R<d, Mr, 1370.1NC StglO w, Concrete for HES Pamig 19 9 2.22 103 30 W Mix I3a,Rn ICow Town Red, Mix 1375-NC 5fg10 yPe�ss, Cmocrela far HES Paving 19 `J HQ2 IU3 30 IX/ M,X Doing" ICow Town Rcd, Mix 1267 42W w, Cam— Z. for Manhole, and Dnineye Strocto,, 19 9 2022 IU3 30 W M,a Da ICow Town Red, Mix 1270 5" p,: Cmwrete M,x for C,s,-,n Pi,ce Box Culverts 1112.21 1.3 30 W M,X Design ICow Town Rcdr Mix 1370 50(10 ,: Concrete Mrx for Civic -%.a Box C.I.ria 19 9 2022 IU3 30 W Mix Design ICow Town Rod, Mix 121113W� Concrete Mix to, flew. Thrust Blahng. C.-rae Encasemem 1v 9 2U22 IU3 3000 Mix Design ICow Town Red, Mn 1257 36Wpnr un,.Ie mX for Valk, y Gotten 1 1114 2022 132 13 13 Mo. Deign ICow Tuwn Rcd, Mn 1117.M 3500 q, Cencseb6x for M.chiw Pleeed Pmom, 1992022 133 13 13 Mix Deign ICow To— Red, Ma 1257-M 3(M me Co.,.::o M,a for Machine %aced Pa,3nq 1992022 134 13 13 IMix Design ICow Town Red, M,x 1260-M 4000 mn Concrete Mix for Machme Plaid Paving 9'9'2022 1351313 IM,x Deign I Cow Town Redr lvbx 40W w, C'oncnte Mix to, Machine Placed Paring 992022 10} 30 W IMIz Deng. ICow Town Red. Ivbx K60-M 55-LP 3DW pin Concrete Mrx for Curb & Gutter I: 2. 10330W IMix Denan ICow Town Redr Mix 1355-LP30W pn Concrete M:x for Curb&C 0er 9r92022 1O310W 1MIa Dcngn Cow Town Rcd, M. 125535DO pa: Concrete Mix for Fl.—I,,Inter,, Thrvsl Blacking C... ote Encasement 992022 10? 30 W IMIx Design ICow Town Rcd, M:z 1355 3000 fe: Concrete M:x for lnlcb, Thm,i Blinking, Covercm Encaument 9ro2022 103_ DO IMix Design ICow Town Redi M., 13655 4000 p,, Concrcle for Bodge ai+hu. lop slaha afdir«„nlBc culvcrb. ennmach slabs-TXDOTCIacS.Nn Fly Ash 1 92022 103 30 0000 IMIx D. ICow T.— Red, Mrx 1357 36W ppa, ,o ,tc Mrx for Valley' Gutter, 5 1 2024 103 30 W 169x Dea,gn ICow Town Red, Mrx I360.2DS'i600p,I Concrete Mix for TXDOT CIu. C Dolled Sh+Os 6. 212023 ID33D10 IMix Dea,gn I Cow Tnwn Red, Mix 1360.DS 36Wyyn Concrete for Drilled SheRL,ghnng and Tra➢ic Snood Faundannn 1 1 P. 2023 1292 024 103 30 00 134 13 13 IMix Dx. ICnv Town Rcdi Miz 13911450 r, C—mic for HES P. 1 29 2024 103 30 W IMix Design IMix De lEalrada Reedy M,. IEslnde Readv Mn :4575AESC 17 50 S,eks 4,500 yy , (3A00 can V 3-0ay) Concrete for HES Paring 1292.24 ID}30W an ,Mrx Uenµn IEand. Read,'M.. 1R3050AEWR' S 00 Sack, 3.Ofq pn Conroe for S,dewalb, Raman, flats, and Manholes IR3G55AEWR'550Sackv'3.fi00 pv Co,icrcn for Ffeadwally. W, wally. and CuhXrta 129 2024 0 2024 103 30 W 132 13 13 IMa Uea,gn De IEetnd: Ready M,x 1R4MAAEWR G W Sacks 4.0(10ya Ca,crete for Bndgf SIaM. RS�eba. and Approach SI,M 1 292024 132 13 13 I,na Ro IMix Deng. IErtrade RCady M,x IE,4 de Ready Mix ITD3655AEWR 5 50 Se A, 3, q, Co.". f r tvLc ino Place ring IR4560AEWR 6 W Sack. 4,500 pin Con:a, for Hand Placed Perm. 2 21 b124 103 30 W M,x Design IEslnde Read, M,X IR3657$AEWR 5 76 Sa<ka 3,6W pa Concrcle for Dolled Sheflsl,ghhng uid Tre➢ic S1Q4v1 Foundanoro 'I `J 2022 I03 30 W MI. Dalg. 10CHCancretc $emcee IOCIUOOO 4000 e Concrctc Ibr for: sdewalka. Ramp, Hwdwalla. Inteb. anJ Sturm Dro,n. ,rvciurta V 9 2022 103 30 W Mlx Dea:R,s IGCH Concrete Semce, IGCHV5 4(s00ys1 imiaete 1'nr M.chsnc Placed PannR V 9 2022 9 92022 IU3 30 W 103 30 W MIX Dn,gn Denan 10CHCmicnotc Semce, ,GCMSW 45(kl yr, Concrete Ilion! Placed Pan9P 9/92012 1033400 IMI. IM1x [,sign Iingnm Concrete & Aggregate, Iingram Concrcle&Aggregalea C47PVSE5 300f1 QQ,, Con.,,. for Ssd,,e ADA Ramps I2MWR-70J235047Tg0ya 99'2UZ2 10330W IMIx Desimi Iingnm Concnte&Aggregates Cuncrele for S,dew'alks, ADA RomQ+ l2MWR-I47QWSD5305(rw, Concnte Mn for Sidewxlks.ADA Ramp, `192U22 10330W IM:x Design Iingnm Concrcle&Ag8r.01. LiMV1R-056PS5D54" yv, Concrcle M.Ame Plead Paring 942022 1033000 1M,x Deign Iingram Connie&Aggregate, L3MWR- 161 UV5DM 4506 pa Concrete for Hand PI...d Pining, 4 9 2022 103 30 W IM:x D.— Iingram Concnte & Aggregate, I2MWR-IOMQSSON 4500 q, Con—, for Hand PI ... d Paring 9') 2022 103 30 W IM,x N,noo 11. Concrete & Agµregetea 1161 PS5EM 45W Dn Concnte fur Hand %sad Pan99JJ�� 992022 10330W IMix Desgn Iingnm C'ancrcue&ABµr<Fa(ea IC47PVSE53000 w: Cuncme Mix for &dcwiks,AUA Ran,q FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT PRODUCTS LIST AS OF W16I2024 // (jjr/J Cm �S�TTAANDARD 4 7 2023 IIT i((( rmx [7ee1¢n Natant Concrete A Ag¢re¢eka IOWSSON 3,600 p . Concrck for Dnii d Sh.na Ll/°tuna a11d TnRe Slanal F...dullnnv 9 '12U22 03 Ili 110 Mix Dc.::n Ir1 rym Concrete & AajPe w. 161PSSEM 4500 pal Concr:k Mix for tb d PIacW Pe.n. 9' 02 U3 i(Isw Ma Des lb�nm-SOH. Inc 517730M Pm Concrete M. for Sid.walk. 992022 2022 03 31) M Mrs Deuan Mccen- SOR. Inc 1261 30M on Concrete hfix forSol-alka 99 2022 J 30 00 Mlx Dnlgn Holum- SOR. Inc 2125 45M C. Cnnrsk fins, FfrS PanR1 992022 03311W Ma D.a�r1 Holmm-SOR,hs 170140W on Conrckhbf Sturm DrunSwcturca. Samkry Scw<r Manh+in.Junctlnn Box ,92022 03 30 W Miz D.man Holum - SUR. Mc 5409 401x1 pm C.ricrele Nb: fn Sidewalk. Inks, 9 9 2022 03 30IN) Mix D—Ro Ik,: s'R. Mc 5507 45W pw Con f Ham Mix 1 Placed Pa PP 12 152022 33000 Mix D.mgn Wei.-SUR, Me 3741 1(rmi concrete for 0uweble fill CSLM 992022 04 30 M Mix Design H=m -SUR. Mc 5017 21N1 pn Cuncrcle for Bese Me1e.1 I'ur Trench Rj�1 V 12022 992022 03 30 W 033000 Miz l)<.IRi1 MI. FMlcim-SUR, Mc 9G(N13GU11 p.r Concrete for Drill Shelly L/yJ+hng end I%, 5�`ral Fuundtllun, 1252022 43 W DealP. Mix Desires fflam•SOR. Inc Flolcim-SOR, Inc 195145W Psi Concrete for Slmm Drain Stncture.. Hand Pl, Pen 192236M psi Conmel. for Dolled Sh.Xs Whim and TnIRc Signal Fuurd.uun. 42 2n24 330 W Mn Design Holum- SOH, Inc 544U 36119 t C.nertle Iw Machine Placement 9 9 2n22 03 30 W Mn D[npn Hakim -SOH, Mc ISi94U00J� i Concrete for Dolled SMX. I.Ighhna and Traffic Signal Fuund.uu. 4 22024 03 30 W h6x Ik Holum-SOR, fc 59401 4U((hp Cuncrcle tar }land Plrt —I 12022 03 30 W Mix Doman Holum- SOR, Inc 1551 3000 pp,aI i\on.nle Mix for Blockma 112 023 03 3000 MIx D.man Lqurd Slunc C301D 3,OOD qqm C'oncrck lot Sidewalks. Approaches. and Onvewa.-. 4272023 47J202? 07 3000 03 30 W Mix Den¢n Mix Dena- Gould Slone Liquid Slone C361DNFA 3iw0 pm Concrc.e for Rcwmri� all, dnrexajj.JJ,,unnion box 3//''io srP,..ch C361DHR 3,(AOqJJ}}i 1.242023 033000 Mix Deng- Lyys� Id Slone Cnncrtte tar Dulled Shall LlahhnP aid TnRc Slcoal }'mind..-, Cd51DF0t-A 4i0(Imi Cniicrcle f HES Pan AAQQ 9'12022 033000 MI. Me n Merlin Manelb FL2132214 3.000 psi Concrck for Sidewalk &k.mps 9'9202_' 03 3000 MIx Denan Martin Manelb D94905C 3,W0yy}i Concrete for Sidewalk. & Ramps 9 920E 03 3000 h6x Doman hLrhn M:n:. R2131114 3.00d pu Cmlc for Srd:waiks & Ramps 9 920L^ 0130 W hhx Doman Martin Manetb R2131.314.1." psi Cuncrcle or Sidewalks & Ramps 99202'_ 11100 Ma Deaign hLNn Mancha R2136014 3,0a1g}I lnncrele f r Sid<nalk A Ramm 9 9 2022 03 30 W Mrx Des1¢n M. In Manclla R213621d 3,U01f psi Concrete fw Sidewalla & Ramps 9'1 21" 03 30 W Ma Uc.Ig. Manin Man.". R214122d O lNx1 pa�Cnn.rek fn Sidewalk & Raisgis 992121 O3 30 W Mix Dunn Manm Man.u. R3141024 4 NM D„ Concrck far Sidewalk. & Rp 9 9 2022 01 30 W Mix Design Mani. Manche R2136224 3.6W pm Concrete for Curb Inlcls 992022 03 ?0 W Mix Deaian Marlin M...it. R2141233 3.600 Q� Concrete fir Storm Structurc.. New Blocking & Encartmcnl 99 2022 03 30 W Mix Dcmgn M. tin Monello FLOW25A 50 pyal C.ncrete los Ffwable Fdl CLSM 9 9'2022 03 30 W Mix Design Manm M.-Il. R2142233 3.G1R1 pm Cunertte tier MmtM+Ica. Ldeb & Fleedxalb 9.92022 03 30 NI Mrx Des n Mahn M... ft. R2146333 3.6W MI Cuncrcle to ManM+Ies, lnleia & teadwalls. Concrete Ene..c of 9 92022 03 30 W Mn Dolan Manin Manes. R21412304,W0 Pm Concrete for Manholes. Inlcls & Headwall., V.h. Pads V92022 0330 U11 Mix Den¢- Marion Muicna R2rW354.Mir .: Cwscrete for Manhole..Ink. &Fk.dw.11s, Vela. Pads V 9 2022 03 30 W M . Design. Mersin Marlene R2146335 4.5W m1 Comm. for Hod Placed Pasina, Mkb. Sturm Dann Structure. 11 2 2022 32 13 13 Mu Dea1¢n Manin Ma..na (� 141N27 4.U(w mi Cuncrcle fn MacMne Placed �P e 11 2 2022 32 13 13 Mix Doman Manin Mane. 141 K304.Ipw pal Concrete le, M.chi Placed Parana 11 22022 32 li 13 Mix Design Marlin M.nen. 146N36 4.51.1 Pal Concrete for Hand Placed Panne 11152022 331313 Mx Dem¢s Manin Nb.'u. R2146K364,5W po C'onc... l'ur Hand Placed Pawn¢ 11 15 2022 34 13 13 Mn Doman Manm Mancha R2146P364,SW i Concrete for Hand PI ... d P.—P 11 22022 32 13 13 Mix Demon Minn. M.n.b R2146K36 4.SW pii Concrete for Itd Planed Penq $1... 11220 32 13 13 hLz Doman M.nm M.-Its R2146N35' 6 11 avck. 4,5W yyes oncost: for Hand Panne. Inlets, Manholes. Headwalls 11 2 2022 11 22022 l2 13 13 32 13 13 Nitta Demon Mrx Manm M.—Its R2146K344.000pp.ai Concrck C Inkb. M.nbnks, Headwal is I l 22022 32131? Deai¢n h6x Zen Manm ha-ha Muhn MNnclb R214IN24 4,OOIf pai Cosines" for Sidewalk. and Ram} R214 IK24 4,M[I par Corte— fm Junction Bozos, sidewalk and Ramp, 9 9 2022 03 30 W hbx Design M..n M.nV. R214603a 4,500 psi C.mr.. for Intel,. Storm Orion Slsackres 992. 0330W Me Dal¢- Martin hlanctb R21460364,500 pm Co..,, for lbrd Placed P.nna. Inlets 992022 0?3000 Me Demon Manm Manetta R21460424,5W Pan C.mrc.e for Hod Placed Pena 992022 03 30 00 Mix Deg. M. in Mancha R2146242 4,500 Pa. C'iner.le for Hand Placed Paving 99,022 03 3000 I.La Ueai Manm Monett. R2146236 4,500 p a Concrete for Hand P1.ccd Passes¢ 992022 Oi 3000 Ma Uenpn Msmn Monett. D9493SC 42y.,. Concrete for Fland Placed Pen np 9',.2 03. W Mix Desion M. In M.neue R2147241 4.505�yJI Concrete for lbnd PI ... it P.nng 4 12023 32 1321 Mix LJ . M. In M.rktte R21 MNI4 5 D11 Hacks 3 M0 pin ennerele for Sidewalk 4. 12M_3 03 i0 W M+x De.1a. M, in M... it, R11d6P33 6 01 Neck 4,r10(1 a na- fnr Mills, Deck 4 1 2(123 03 30 IN Mix Design Martin M.ncll. R21d6033 4,O Concrete Ar Ripraq 472023 321320 Mix D.:Pet Manin M.nene r R2136K147.1101f pm toner.. fnr sidewalW.od ra+�r 4 721123 32 13 13 Abx Dunn Martin Manche R216IK7U 411(w NN f3lxgl yDes o 24 het 16rz 1@S P. v+eta 4'12023 03 30 0(1 Mn Desi¢I Manm Mancha 310IJ3P 3,6(Xt�mp`'oncrstclwiReblmna Walls 5222023 32 13 13 hbN Design Mersin Morena R211GKi7 6 �....ck 4,5M I Co.,- for I I d PI ... d P.—P 4'12023 0330M Mix Design MartinMancha R214103040)(1 pn Cuncr.�r Riprap CITY OF FORT WORTH TRANSPORTATION/PUBLIC N ORICS DEPARTMENT STANDARD PRODUCTS LIST AS OF BS/16J2024 5 3/2023 03 30 (o Mix D—an Manm MancHas M7942-IA44,000 pn Concrete far Bndpe Deck 612D23 32 13 20 Mix Ikann North Mancha R2136R20 3,0110g s. C.ncrcle for S.dnnika and Ramp. 6'112023 32 73 20 Mix Dutgn Mani. MarrcO. R2136N20 3.0( �9n Course far Sidewalk. mJ 11 61272023 033000 Mix Design Lin m setts UN46N41 644so,k, 3,600 p a Cmcrck for L` S6f. Li htmq and Tn lfic Signal Fina dau.na N27.2023 03 3U al Miz Ikarpn Mo., Mmctt. U2146K45' 665 tick. 3.600 p.. Cmcrck for Zld Sh.tta L t. d Tafic Sipnal Fovnd.a.n. 642023 03 3100 Mix Darp. Munn Mon.1to U2M6R41 644 sock. 4.500 pin Cmcrck fur Dnlled Pie.a L)h Pnle�ae. IIA202} 0330 a1 Mix Des.pn M.nm Mamas R2136R14 500sock. 3,500mu C.n..lc Wr S.J..alk, and Ramps 4 923 32 13 20 Mix D. M. in Monrno R2141R24 5 53 4.(xxr pa. C.nnue fin J-dmu 11— Box Cuhxn. Sdcwalka and Ramp. R 4 2023 03 30 al Mix Dentin Mersin Mon'", R2146R35: 6 I1 450Da. Concrete 6n hJca. Manhula, aid IicaJualb It 11123 32 13 13 ,.30 2023 ul 30 W Ma Dcn4n Mix Dn10.n Mersin Mash. Main R2146R36 6 17 4.500(n C..... fur Fond Plsad P- ZHe.d.ills 42023 321313 Mix Dcs.gn Man— M. Man... R2141 R30 5 95 SK 4IbU pQn C.n.rcte Inc B.. Cut,., 02141 RV 569 4.0 C.ncrcle 1121sR23 0330 f10 Mix Dentin in Main Manic". socks pn far Machmc Placd Phi^�(g R2146R33 GUI Ssok, 4.WUpn Concrete Mix far CUP Sc.. M¢nhula 1I 202U23 03 3000 Mix lesion ht,in Mencun R2146K33601 Sack, 4,IXX(pal Concrcm MalorC�Sewsr Manhuin 12 222(.23 32 13 13 Mix Des.pn Main Mancn. R2146R441660 Sacks 4.50( Cuncr.Jc Mix fr 14nd PI...d Pann¢ 12 22.2023 12 13 13 Mix Dcn¢n Munn Man.tt. R2146K44 6 60 Sacks 4,5 at C'u.urue Mix far Hand Plaud Penn¢ 992022 321320 Mix Dcv¢n NCS Red. Mix NCS5020A3a10 pn C.narcle Mix fur Curb& Outler. Dnaxwaaa, Sidewalks 4 •r 2022 03 30 00 Mix Dni¢n N13R Rad) Mix TX C-YY 3000 car Concrcm Mix f Curb Inlcla —20 9 2022 03 30 00 Mrs Dca¢n NBR Real) Mix TX C4VY 3000 C-mcrck Mix for Curb Inlcts 9 122 03 30 00 Mix Ikaipn NBR Ruaf) Mr. CLS PI-YY, 6 00 Socks 4,000 Wi Cim Is f C'.Ilus. Mmh.lu, Bnx C al- 10 4 2023 0} .1 W Miz Ikn¢n N13R R. Mix CIS A-YY 15 OD Sacks 3.000 p.r C'mcrcte for Sidewalk, A Ramp., and C-urh & Gutkr 104 2023 033000 00 Mrx Deaign NBR Radr Mix CLS A -NY, 5 00 Sacks 3.000pti Concrcm for Sidewalks & Raw. ad Curb & Goner 1042023 32 13 13 M.x D..qn NBR Radv Mix TX C SF-YY 5 50 Sock. 3.611b p.. Cmcr- far Mach— PI d Penn. 104202 0 4 2023 32 13 1} Ma Dentin NBR Rudv Mrx TX C SF -NY 5 50 S". 3,600p". L'w.crcle f r Machmc Placed Paaxnu 10420 23 72 17 13 Ma Dea.un NBR Rudv Mix CIS P2-YY 16 50 Socks 4,501f par C'.ncrem for Hand Placed Pamirs, I U 4 2023 12 13 13 Miz Iknpn NBR Rudv Ma CLS P2-NY 6 5O Saks 4.500 no, Can— for Hand Placd Pannp 1114 2021 03 34 13 Miz Ueaign NBR Rudv Mix FTW FLOW F5L1, 150R! crek for Fl.wablc 4 15 2024 03 30 00 Mix D iai n NBR Readv Mix TX S-NY 5 50 Socks ddl0pn Concrete Ma for Clue S Slab Pavin0. - N. Flv Ash 4 15 2U24 01 301N1 Mix Ikn¢n N6R itMix TX S-YY 4 50 Sacks 400Omt C,m—l. M.x far Clw S Sl.b 1.wnq 104 2023 32 13 20 Ma Dcnpn NBR Rcdv Ma TX E-NY 470 Sacks 111011pn Concrete f Sidewalk,. Thrust. Curbs. C� 4 I5 2i124 03 30 M Mix Da.0.n NBR Rcad, Mix F0020022 2 5 Sack, 150pn Concrete for Firm Fill 7 10 2023 03 111111 Miz Ucs.n¢ 01 r. 30A5OMR 5 SK 3,0n0 ins C..uel. for Sidewalk. 7i 102023 32 13 13 Ma Dcs.gn ('bum 45A6OMR 6 SK 4,Sm via Cm.crele fnr Fond Placed Pannp 124 2023 033000 I24 2023 03 30 DO Mix Di npn Mix lks.¢n Re J Rd. Mix Ra14�� Red. Mrx RRM6320AHP 45M V. Custom fw Hand Place) P .. RRM5525A C I IA 2U23 03 30 al M.x IksiRll Rapid Red. Mix .ncrtte fix Valln G.— S.dcwxlka. Appnwcha ADA Ramp. 36OV4T RRM6020ASS 41k10 v#, Cancrek lur Snum Dn.n Structures 1 IS 2U23 U3 301. 110..2021 U3 3000 Mrx Ms.s, Mix [kai¢n Ral�rf RWi hhx R{�Id Rcdi Mix RRM5320A 30a.y,. C'.nerete I,r Bluck.9/ RRM502oA 3aR/pn C.ncrem fur Curb. Duner, Unaewns. S.Jrn¢Ik. Ramns 9 9 2022 U3 30 00 9 9 2022 03 30 m Ma Dentin Mix Dentin Red. -Mix Rcd.-Mix DCA2E554 3aqqt C'.ncrele Mix fa Rip P, VOJI 1524 3000 p.l t'.merue Mrs f.r Curb & uuner 992022 033413 Mix Dewan Red.-Mrx FOC 10021215 Ps. Fl.wablc Fill -C'LSM 99 2022 03 3000 Mrs Den.gn Redi-Mix 10J11524 3000um C'mcrcte M.x f r Dnvcwa))s, Sidrnalk,, ADA Ramm 192022 03 3D 00 Mix Oca.an Red.-M..x I011 1504 3000 Concrete Mrs fur Sd.walka 9 92022 01 3000 Mix Dentin Redi-Mrs IOLI 504 G 00 Socks 4.000 pu C'mi—lc Mix for Sidewalks, Curb & Goner. Scucr Manhole. inlets. A Jmuumi Bexn 9'92022 03 30 00 Mrx Denpn Rc .-Mrs IOLI1524 6 00 Saks d,lg0 psi C-mae.c Mix Manhdn, Inlek, Junclinn Brun, HcaJwalls 9'9 2022 03 30 00 Mix Iknpn Rcd.-hLx I R311524 350D p.. C...erele M., far Thnnl Blacks, Valax Pda 112112.22 0} 3000 Mrx Desi an Rcd.-Mix 10I215244" p.. Cmcrck M., fnr M.nhnln 9V 2022 031001 Miz Dentin Rcd.-Mrs 156115244000 JimCan,mu, Mix f«C'ul-in-flax Shmm Drum Slructurn 99202, 0., 3000 Mrx Dentin Rcd.-Mrs 10I.115FA 3600 par Cmi—l. Mix On, Bndpe a.hmm,tunc, 992022 031001 Mrx lkn¢n Rcd.-Mrs 116115D74000 par Bnd{{f51aM 99'20Z2 031413 Mix Dann Rd. -Mix F35238VN 1_ .Plowable F.II-C'LSM 9'94022 031413 Mrx Ikm¢n Rcd.-Mrs FOD138VM I06 pn Floxablc Fdl -C'ISM 992022 03 34 13 Mix lean Red.-M.x 10711554 3000 y;t. L'.ireie Mix for R' - 9'92022 033000 Mrs lJeuan Rcd.-M.x P0O13,K91Dal PP Cnncrele M.z fnr Trench Rf7jn Bae<Mumd 9'92022 03 30 OO Ma Ocngn Redo-M.x ]OKI1524 3600 pn Conerele Mrs fnr Fncaumenl 992D22 03 30 al Mix Dentin Rcd.-Mix IONI 1507 4500 riai (26.p run d 24 hra I C.nnete Mix fnr HES Pawn, 99'2022 03 30 al Mrs D.: Rd. -Mix IUN11504 5000 psi (]G10 vf, d 2 d... ) Cnncrele Mix far IMS Pann, 992022 033000 Mrs lesion Rd,-M. x SOK I1524 3. psi Cn.... c Mix lur Machmc Placed P..a.1 9'92022 03 30 DO M.x Dann Rd -Mix IOMI I5D4 45M psi Cmcrete Mix far Hand 11.cd P—mit. L- Dr... Struclu.a 9 •J 2022 03 30 al Mix Des.pn Rd. -Mix IOMI 1524 45 W Jar Cnnc..te Mrx fnr Hand Plecd Paaana 9 9 2022 03 30 DO Mix D..¢n Rdi-Mix IOM11504 45 W pa C.... d, M.x fur F4nJ Placd Pnsnp 9 9 2U22 03 30 UO Mix D—gn Rd,-hbx 145CDSP4 4500 psi CuncMe Mix Im Fond Placed Pnm,, Sl..m I'nn Slruuurn 1 12 2n22 03 30 00 Mix Iks.an Rd. -Mix 145P25P4 ""Oo C-1, fur S1m Dam Slruclurca 12 5 21122 3300 Ma Main Rcd.-Ma ]OKI15C4 35a(ca Cmcrctc lift Thrurt Blocks. Valax Pada 12 5 2U22 013011 Mrs Dcnpn Rcd.-Mrs 156115C4 4ai0 pp. C...cale fur COP Sturm Imam Slrucmrcs 12 5 2U22 033000 Ma M: n Rcd.-Mix I0L1ISC4 36W wr Cmcrete f r Manhutc, Inlet luricuun Bux, HeaJwall 5 IS 2021 03 30 DO Ma I)"'- Rd.-M,, ,OL115D5 3600 jf Cuncrac tin Dnlld Sh.Hx L.¢h6rr�B.id ire0ic Sipnal Fwndau.ns S IS'M23 .13000 Mix lkntin Rcd.-Mix IDNI 15D6 Slum Usplacement Shots. Iind'tin rDnlld.hots 9'9'2022 03.14 13 Mix De...a SI M C'.ncrete 30000 3,000�Ps C'aner.le fnr Sidewalk, and Ramp�,curb & Honer 9e92022 033413 Ma Dentin SRM Concrcm ,001(, 400504rCan—, fnr Hadwalls. Ren.mna Wall, Cullom 9/92022 01 30 W Mrx [Jerson SRM Concrete 35023 3,6011 par Ca.icate in, Machin. Placed Pa...9r9'2022 03 30 00 Mrx D..... SRM Cmcrete .. 1.600 Va. Cmercte f r Machmc Placed Pain¢ CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 0S/16/2024 992022 (13 30(ill M,x Oc.mn SRM Concrete 45300 4.500 1 C-erc for Nand Plued Paxng 9,92022 03 10 (ro M,x Den.n SRM Concrete 450004.50713, Concrelc far hand Placed Pain 11 AIW 13 992022 992022 03 30 (x) 03 30IX) M,x Des:pn M:x Denpn SRM Concrctc SRM Cnncre:< 40326 43M d d, ) QQc, Cu f r 11 P.x�1 35022 I,WO.I Cmlertm fm Juncnon Box. Refm,n¢ WW. 992022 03 30 W Mn Des.pn SRM Cnncrele 300503,OW Pu C..n.Ic for S.deu.lk.. R. . bdeta. Junebon Brun. Thrust Blrcks. Curb and Gutler. iMvcw.y.. Barncr Ramr' 2: 102023 03 30 W Ma Dnlpn SRM Csmc,etc 50310 5,000 qs, Cnurcle for DffS PaxR� 113 2023 32 i3 13 M,x De.ipn SRM CmscMe 050234,500., Concrete far lfnd PIS ed Pnlnp 4 1 2024 03 311IX) M,x Denpn SRM Cnncrele 9064NpAI Cmmrele fm Flu blc Fill 14 1 2024 03 3(I W Mrx Design SRM C Inc to 904 150P0 Cnncrele for CLSM Trench Rem,, I4 12V24 Ul 30 W M,x Dea,pn SRM Cnncrele 9111 I SVa,qp. Concrete for CLSM 14 12V2q Ul 30 W Mix Design SRM Concrelc 43n5045 //, C9urete IS52023 0730W MixDn:gn SRMCnnacic DI0IXroR59�iCB4.IXxs.,Concrttel'or&In�ysccpglwchSlab.DeckSl.b w 1v v 2022 03 30 W Mrx De: n Tamm Concrete FW60AHP 45(w yn Cnncrele Mn for FLIM P( J .. 1V H 2022 03 30 W M,x Design Tm m Concrctc FINW10AHP 45(k1pr1 Concrelc Mix fr Ihnd Placed Paxng 2022 Iv 12" 03 30 W Mix Devpn T.n.n: Cne"Ic TCFW W2VAFID 4i'(x) vv Concrcle Mrx lo, Ihnd Placed Pannp Iv V2022 0330W Mix De en Tamanl Concrctc FW7520AMR45W(31/00.I¢ 3d... )¢yyC� cIcIFSPomp 19 V 2022 03 3U W MI z D eslgn T.n.t Concrtte FW6520AMR 45W (3000 .. d` 3dn.) yin }DE-S P. ing 1112021 13.1011 W Mrx Dcsmn T.nan1 Concrete FW'5520AMP 3600 Concrete fur MinePlu d Paxng IH v 2022 03 30 W b6x D.:.n T.—, Concrtte rPx FW3320A 1000}0 L' cycle Mix frc BlnArnp 1992022 033413 MIx D..pn Tarrant Concrctc FWFFI SOCLSM 50-ISO,, Flouable Flll-CLSM Iv "1 i022 03 34 13 Mix D.:.. Torten, L'oncrele FWFF275 SNI50 Pn Fln ,ble Fill -C•L9M 19'Y2022 013111 Mix Des:pn Ta-1 C'onerele FW6020A2 4000n C9l,crcle Mn fm Storm Drnn Slmcmrc. 11010.2022033000 MIx Des,gn T.—C...,.,. TCFW60201A241f11111¢�`(:od,MCor M.nhnles 10 I02022 033000 MID.µn Tamnl C'onacic TCFW5020A ?L pnlLon icln, Sldcwalka 19 9 2022 03 30 00 M:x D.mn Tan.nt Concrelc F W5025A 30W qpr L`ancrtic M e for Curh A Gulmr. Dmxn . Sld...ILI. ADA Ram. :992022 Oi 30 W MIx D. xn Than Rudy Mix 3020AE 3000 PPsi L'ona- for Sldcw.Ib 19 92022 .310 W Mix Icclan To , Concrctc CP5020A iWd qqu Cmicrcle Mn, for Curb and (fuller 19'21122 011001 W Mn' D- T— I Concrete F1V3525A2 36IXI q Cnnacic Mn for S,dcw.lks. Dnsx APpm.che., ADA Rune 19'92V22 U.i io W MIx te.:pn T.- Rudy MIx TRG520 4300 D I Lnncrcre fnr Di.nd Placed Pining 1992022 n3 i0 W MIx D.mn Tmc Gnt Red. MIx 025023D 3(i()0 C9ncrae Mix for Fhhnk. Curb & Gutler, DA.vcu.yx, S,dewdk.. ADA Rxmp. 19/92022 W 30 W M:x Denpn Tme lint Red: M:x 2711230 50T yy��1 Concrete fnr Ihnd Placed P.x %I�� 19 9 2022 O3 30 W Mm Da:Rn T. On l Red. Mm 0250 2301 3,16f1 gu z n I M,x fnr Curb & Guiler. Dnvcw.n. Sidewalk.. ADA Ramps 19 9 2022 03 30 W M:x D . n True Gnt Red, M,x 02602302 40IX) .. Cnncrcte Mix tin Mahme Plucd P. imi 992022 92022 03 30 W MIx DX :pn Tme Gnl Red: Mix 1,255 2301 36W .: Concrtte Mn 1br M.N. Placed Pn x V 9 2022 03 3. (µI M,x Des ,R,i True 0n1 Red. Mix 02W 23U1 45M q, Concrtte MIx fee Hand Placed P ...^� 1192022 03 30 W Mix Denpn True Gnt Red. M,x 0265 2701 45 W �P CoMrete Me for Wile, Gutter. Ji. P.nex 11 302023 32 13 13 Mn Design Wilduna Red-M,x 3620A1 6 W S.cks 3 6IXl., C..,.,. Mn fur Muhme Placed Palm, 1.2. i2n 2.23 72 13 t3 M:x.... Wdduna Rol -M,x 4520A1 6 50 Sub d,SW .i Cuurcle M,x lur Hand Flaccd H ng 1120 2023 UJ 30 W Mn, De>t¢n Wdduna Redrh6x 3020A1' S W Sub J,fKK: rglCone:<ic Mn 1ur S,dex.lb and Isle. 4 1 2024 033000 Mix Design W:Id.na Red.-M.z 317 Suks 36W L ncr<tc Mn tur Found.th. Siena 113(12023 03 30 W MIx Des.gn Wdd.na Red -Mix 4020A1. 6 W Sub 4,0� :Concrctc Mn tur S.de-lb and Inlet Y 9 2022 03 30 W M:x Des,¢n W sic Rc,, Mix 3679 36W m. Cuncrte M,x r r L,¢hOnp aml iretRc Slen.I Fwndal.nna ill Rvi9 II 992022 2 I6 Mn Des.¢n 'Ausnn A3r�411 FT5D137965 PG64.22 T—D F,ne Surf¢ 992U22 992022 32 12 16 32 Mix D.,Rn Mix De.,µn A-m A. h DA5D135965 !'GGa22 i333��D F"Surf FTSBI17963 992022 321216 M,x Da.µn Au.hn As,�.ell Minn Akn PG64-22Tvec Flee Bue FTIBI39965 P661-22 WsB Fine B.m 992022 5I207A ?21216 ?21216 ALx Dea,Rn Mn Dcs.pn Austin Aslj;Q Rcsndd.As FTIBI172 PG6p•22 T3�B F,ne Box l,pll 340.D1i-B P(N.4.22 T)}P�5BBue C'ouru 992022 ?21216 MIx D.ipn Rnnolds As�al1 IWID PCKA•22 Tv3ie DFmc Surf« 992022 321216 Mn Dn,an Rnnolds A.�,alt 1112B PIX.4-32 T)''O1�,�B, Fine Bau 992022 321216 M,x Denpn Rnnolds AaT.11 1612E PCKa-22 TZ Fine B.. 112D2023 32 12 16 Ma Denµn Reynolds A��f-.11 2101 D PG64.2 TyyRR�� D F... Surf 9'12022 32 12 16 Mn Des,pn Sunm¢unt I3.xng 341DV6422 PG6422 T l D Fine Surhe, 11 262022 32 12 16 Mrs Dcnpn Sunmount N 340DV&422 PG64.23 Ty_o%�Fmc Surha 12 52022 33 12 16 Mix Desmn Surmount Porn¢ 3076BV6422 PG62-22 Ty B Fine IA.. 9 9 2022 32 12 16 M.x Ohnpn Sun— Pexng 341-BRAP6422ERG IA;64-?4 Tyre B Fine Base 9 9 2022 .1 12 16 M:x [en¢n TXBIT 37.211305.20 PG(-22 Ty yB F,nc Bau 9 9 2022 32 12 16 Mlx Ienpn TXBIT 44-21I305.17 PG64.22 Tspc 73 F:ne Bau 9 202v_ 9920 32 12 16 M,x Design TXBIT 211305 0757) PG64-'_2 ?jj B F,ne Base 9'J 2n22 i21216 M,x Design TXBR 2224751i837)PGW--22 TYv(D Fine Surfce 992022 321216 MIx Design TXB1T 29-222475-19 PG64-22Ty-yF F:ne Surf 99 2022 32 12 16 M. D ..... TXBO 1.222475.20 PG64-22 7v3 Fme Surf cc 992022 321216 Mix Desnin TXBIT 64-224125-IS PG70-22 Tvee D F.ne Surfce 992.22 32 12 I6 M.x Denpn TXBI1 12-222473-19 PG64-22 Type D F:nc Surface 4 1 2024 �2 12 16 k. Dc'ss i.ZT iN MACSP-D 70-22XR SAC A43 T— D Fine Sulk, D. 1" M( Sur>♦ `992V22 321320 UWS-Pavers Rnc Ffll Bnck jWmnun We -NC) Tacllle Pons 992022 321320 DWS - Paver Wencm Bnckl'.(Fbwalon. TXl DetM.ble Wemm¢Pnen 992022 321320 DWS-C.n we Enpnecrd Pl....Llc (Wdh.m.xlic. Armor Tnc 992022 32 13 20 DWS-C9mp9.,Ie ADA Sdubo. lWdimnplon. MA) FkntV Bnck CIP Cumw.ne Piin 472023 321320 DWS - Pavers ADA S.W.-s(Wdmngt9n. MA) Detectable Wanun¢ Poe. FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC %%ORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF OS/16/2024 1 501cnne Joint Sealant 32 13 73 Jmnl S.ilant Dou' ADDQQh<d, & Ic C'omponenl, Sdtcone lolnl Suhn1 ASTM U5891 9'92022 32 I.i 73 Jmnt Scahnt Trcmco 9005E-Cold App)Itd. Smq c Cpma,,,cn1. Slhc.nt lolnt Sahn1 ASTM D5891 1919-2022 9%97022 12 13 73 lolnt Sulanl Pews JISKJIL-Cold 3005E •CMd ADDhcd. Sl a Co.Qn ,ol, Slhconc lianl Swlsnl ASTM D5893 992022 i21i7i 1: Sealant CIw RudSn+cr Slheone-CMd vp1.,nongle Comwnenl. Silicone Jolnl S.M.., ASTM U589t UtU Tmwh Embedment Sam1 9'97022 119:2022 31 U510 Sand SII�er Crook Metcrlda hn'Embedmcnt SandASiMC3J99:7022 ?3 05 10 bcdrncnl Sand C—,h Matenah Un N Embedment Sand ASTM C339'92D22 1.i OS 10 EWdment bcdtnem Sand F and L Un Movers 1140ry Embedment Send �'U'"hhtv ASTM C33919'2M-2 33p5 10 bcdmcnlSand F and L Urt Mnven IlhbrvEmbedmentSand gSTM CI; 33051d bedment Sand Tut To, Martin Mand. Embedment Sand ASTM C33 Sloan Sewer- 84,thMu a 8aaallrargea a Co 'Standard ]kiO3.13 9282018 3}11511 MvMlc Fr_a al C". 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C506 ASTM C1433,C1577 GEOTECHNICAL REPORT ALPHA #XTESTING Geotechnical 5058 Brush Creek Road Tel: 817.496.5600 Construction Materials Fort Worth, Texas 76119 Fax: 817.496.5608 Environmental www.alphatesting.com A Universal Engineering Sciences Company TBPELS Firm No. 813 April 5, 2023 Hines Interests, LP — Dallas-2 2700 Commerce Street, Suite 1600 Dallas, Texas 75226 Attention: Mr. Brian Ogden Re: Pavement Recommendations Tradition North Phase Off Sam Reynolds Rd. and Winding Meadows Dr. Fort Worth, Texas ALPHA Report No. W230370-A Submitted herein are the recommended pavement sections for the proposed subdivision (Tradition North Phase). The proposed subdivision is generally located on a tract of land located north of the intersection of Sam Reynolds Road and Winding Meadows Drive in Fort Worth, Texas. This study was authorized by Mr. Robert W. Witte with the CONSULTANT AGREEMENT FOR PROFESSIONAL SERVICES dated March 24, 2023 and performed in accordance with ALPHA Proposal No. 95624-rev2 dated February 13, 2023. This report is an extension of ALPHA Report No. W230370 dated March 24, 2023 containing geotechnical recommendations for residential foundations. The purpose of this study is to develop pavement sections for the planned streets in the subject subdivision in accordance with the City of Fort Worth Pavement Design Manual (January 2015). We understand the proposed streets within the subdivision could be classified as "Residential - Urban", "Collector" or "Arterial", as described in the referenced manual. PURPOSE AND SCOPE The purpose of this geotechnical exploration is for ALPHA TESTING, LLC ("ALPHA") to evaluate for Hines Interests, LP — Dallas2 ("Client") some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of appropriate geotechnical design parameters for the proposed pavement. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed across the expanse of the site. Engineering analyses were performed from results of the field exploration and results of laboratory tests performed on representative samples. Also included are general comments pertaining to reasonably anticipated construction problems and recommendations concerning earthwork and quality control testing during construction. This information can be used to evaluate subsurface conditions and to aid in ascertaining construction meets project specifications. Recommendations provided in this report were developed from information obtained in test borings depicting subsurface conditions only at the specific boring locations and at the particular time designated on the logs. Subsurface conditions at other locations may differ from those observed at the boring locations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fully define the variability of subsurface materials and conditions that are present on the site. ALHA Report No. W230370-A The nature and extent of variations between borings may not become evident until construction. If significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on -site observations and possibly other tests. SUMMARY OF RECOMMENDATIONS Table A contains a summary of pavement section requirements for proposed streets at the subject project. TABLE A Summary of Pavement Section Requirements Street Classification Residential -Urban Collector Arterial PCC Pavement Thickness(in) placed 6 7'/2 10 on lime stabilized subgrade soil 28-day Concrete Compressive Strength (psi) 3,600 3,600 3,600 Subgrade Treatment 6 inches Lime 8 inches Lime 8 inches Lime Application Rate (lbs per sq yd) 32 42 42 Reinforcing Bar No. 3 3 4 Reinforcing Bar Spacing (in) 18 18 18 Further recommendations and analyses used to develop the summary in Table A are provided further in this report. FIELD EXPLORATION Subsurface conditions on the site were explored by drilling a total of 55 test borings to a depth of about 15 ft to 20 ft. The borings were drilled in general accordance with ASTM Standard D 420 using standard rotary drilling equipment. The approximate location of each test boring is shown on the Boring Location Plan, Figure 1. Subsurface types encountered during the field exploration are presented on the attached Log of Boring sheets (boring logs). These boring logs contain our Field Technician's and Engineer's interpretation of conditions believed to exist between actual samples retrieved. Therefore, the boring logs contain both factual and interpretive information. Lines delineating subsurface strata on the boring logs are approximate and the actual transition between strata may be gradual. LABORATORY TESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in providing recommendations for pavement sections design and earthwork construction. The following laboratory tests were performed to facilitate pavement section recommendations: PJ ALHA Report No. W230370-A • Moisture Content (ASTM D 2216) • Atterberg-Limits (ASTM D 4318) • Unconfined Compressive Strength (ASTM D 2166) • Sulfate Content (TX-145-E Part II) • Lime Series (Plasticity Index vs. Lime Content) Individual test results are presented on the attached Log of Boring or summary data sheets. GENERAL SUBSURFACE CONDITIONS #X Based on geological atlas maps available from the Bureau of Economic Geology, published by the University of Texas at Austin, the project site lies within the Fort Worth Limestone and Duck Creek formation, mapped as undivided. This geological formation consists predominantly of limestone, shale and marl, (limey shale). Residual soils associated with the formation generally consist of clay soils with low to high shrink/swell potential. Subsurface conditions encountered in most of the borings generally consisted of clay to depths of about '/2 ft to 16 ft below the ground surface underlain by limestone extending to the 15 ft and 20 ft termination depths. Subsurface conditions encountered in Borings 38, 42 and 45 generally consisted of clay to the 15 ft and 20 ft termination depths. Alternating layers of clay and limestone were encountered in Borings 27, 30, 33, and 36. Subsurface conditions encountered in Borings 51 through 53 and 55 generally consisted of clay to depths of about 1 ft to 7 ft below the ground surface underlain by limestone extending to the 10 ft termination depth. Subsurface conditions encountered in Boring 54 consisted of clay to the 10 ft termination depth. More detailed stratigraphic information is presented on the attached Log of Boring sheets. Most of the materials encountered in the borings are considered relatively impermeable and is expected to have a relatively slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. Also, the groundwater level at the site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions and subsurface drainage characteristics. Groundwater was encountered in about one half of the borings on drilling tools during drilling at depths of about 1 ft to 15 ft below the ground surface. Groundwater was then encountered in the open boreholes immediately upon completion of drilling at depths of about 1 ft to 19 ft below the ground surface. It is common to encounter seasonal groundwater from natural fractures within the clayey matrix, at the soil/rock (limestone) interface and from fractures within the rock (limestone), particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Further details concerning subsurface materials and conditions encountered can be obtained from the Log of Boring sheets provided in the Appendix. ENGINEERING ANALYSIS AND RECOMENDATIONS Calculations used to determine the required pavement thickness are based only on the physical and engineering properties of the materials and conventional thickness determination procedures. Related civil design factors such as subgrade drainage, shoulder support, cross -sectional 3 ALHA Report No. W230370-A #X configurations, surface elevations, joint design and environmental factors will significantly affect the service life and must be included in preparation of the construction drawings and specifications but were not included in the scope of this study. Normal periodic maintenance will be required for all pavement to achieve the design life of the pavement system. Pavement Sub2rade Preuaration Based on review of the borings, we expect the pavement subgrade could consist of clay soils or similar onsite materials used for grading the site. The pavement subgrade could also consist of limestone in some areas depending on the given location along the alignment and grading requirements. Since the subgrade conditions and required treatments could vary along the proposed road alignment, ALPHA should be retained to observe construction to verify conditions are as expected. Also, we should be provided with the final grading plan for review prior to construction to verify or modify in writing the recommendations contained in this report. The exposed clayey surface soils should be scarified to a depth of 6 inches and 8 inches for Residential Urban and Collector/Arterial streets, respectively, and mixed with a minimum 32 lbs per sq yard of hydrated lime (by dry soil weight) for Residential Urban streets and 42 lbs per sq yard for Collector and Arterial streets in conformance with TxDOT Standard Specifications Item 260. The recommended application rate for the streets equates to about 7 percent based on a dry soil unit weight of 100 pc£ The result of the lime series test performed on representative clay samples is attached (Figure 2A and 213). We recommend lime stabilization procedures extend at least 1 ft beyond the edge of the pavement to reduce effects of seasonal shrinking and swelling upon the extreme edges of pavement. The soil -lime mixture should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 0 to 4 percentage points above the mixture's optimum moisture content. In all areas where hydrated lime is used to stabilize subgrade soil, routine Atterberg-limit tests should be performed to verify the resulting plasticity index of the soil -lime mixture is at/or below 15. Lime stabilization of the pavement subgrade is not required where the pavement subgrade consists of limestone. In pavement areas where limestone is exposed after final subgrade elevation is achieved, on -site lime stabilized clay cuttings, on -site processed limestone cuttings, or flexible base material could be used as a leveling course (as needed) to provide a smooth surface for placement of the pavement. Mechanical lime stabilization of the pavement subgrade soil will not prevent normal seasonal movement of the underlying untreated materials. Pavement and other flatwork constructed at final grades could experience soil -related potential seasonal movements up to about 5 inches as discussed in the referenced report (ALPHA Report No. W230370) performed for the residential foundations to be constructed at the site. A California Bearing Ratio (CBR) test was not performed for this specific project. Based on our experience with similar projects, we anticipate the CBR for native subgrade material is estimated to be between 2 and 3. Following improvement with lime, the CBR value for the lime stabilized clayey soils is expected to be at least 10. 4 ALHA Report No. W230370-A Portland Cement Concrete Pavement Section Using the 1993 AASHTO pavement design procedures (WinPAS computer program distributed by American Concrete Pavement Association), the following design parameters were used in analyses of the PCC pavement section. • Compressive strength of concrete 3,600 psi at 28 days • Modulus of Elasticity 4,000,000 psi • Modulus of Rupture 620 psi • Modulus of Subgrade Reaction* 280 pci • Load Transfer Co -efficient 3.0 • Drainage Coefficient 1.0 • Initial PSI 4.5 • Terminal PSI for 2.0 (Residential Urban) 2.25 (Collector) 2.5 (Arterial) • Standard Deviation 0.39 • Reliability 85 percent *Subgrade prepared with lime stabilization, or graded limestone as discussed in the previous section. Using the Street Classification of "Residential -Urban" as described in the referenced Fort Worth Pavement Design Manual, it is estimated annual traffic volume will be about 35,000 Equivalent Single Axle Loads (ESALs) in one direction over a 25-year design life with 0.5 percent annual traffic growth. Based on this, we estimate the cumulative ESALs over the design life of the Residential Urban street pavement to be about 930,000. Using the Street Classification of "Collector" as described in the referenced Fort Worth Pavement Design Manual, the annual traffic volume will be about 100,000 Equivalent Single Axle Loads (ESALs) in one direction over a 25-year design life with 1.5 percent annual traffic growth. Based on this, we estimate the cumulative ESALs over the design life of the pavement to be about 3,000,000. Using the Street Classification of "Arterial" as described in the referenced Fort Worth Pavement Design Manual, the annual traffic volume will be about 300,000 Equivalent Single Axle Loads (ESALs) in one direction over a 30-year design life with 2.5 percent annual traffic growth. Based on this, we estimate the cumulative ESALs over the design life of the pavement to be about 13,000,000. If the actual expected traffic volume is different than used for our analysis herein, our office should be provided with the actual expected traffic volume so that we can re-evaluate our recommendations. Based on the subgrade preparations recommended herein, the projected traffic volume and stated design parameters, a minimum 6-inch section of portland cement concrete is required for Residential Urban classified streets, a minimum 7%2-inch section of portland cement concrete is required for Collector classified streets and a minimum 10-inch section of portland cement 5 ALHA Report No. W230370-A #X concrete is required for Arterial classified streets at this project. PCC should have a minimum 3,600 psi compressive strength at 28 days. The concrete section should be placed over a properly prepared subgrade as discussed herein. Concrete should be designed with 4.5 ± 1.5 percent entrained air. Reinforcing steel for concrete pavement should be in accordance with Table 4.1 of the referenced Pavement Design Manual. Joints and saw -cutting in concrete should be in accordance with Section Four of the referenced Pavement Design Manual. Drainage and Maintenance Routine maintenance, including sealing of cracks and joints should be performed over the life of the pavement. Adequate drainage should be provided to reduce seasonal variations in the moisture content of subgrade soils. Maintaining positive surface drainage throughout the life of the pavement is essential. Soluble Sulfates A total of 13 samples obtained from the borings were tested for soluble sulfate concentrations. Results of the laboratory testing (TxDOT Test Method TEX-145-E Part II) are summarized in Table B. TABLE B Soluble Sulfates Sample Boring Depth, Material Type Soluble Sulfate, No. No. ft m /K m g g �pP ) 1 3 0-2 Dark Brown CLAY 51 2 4 2-4 Tan CLAY with calcareous nodules 57 3 8 0-2 Dark Brown CLAY 53 4 14 2-4 Dark Brown CLAY 20 5 18 2-4 Dark Brown CLAY 55 6 22 0-2 Dark Brown CLAY 48 7 28 0-2 Dark Brown CLAY 43 8 34 2-4 Tan CLAY 59 9 36 0-2 Dark Brown CLAY 37 10 39 2-4 Tan CLAY 54 11 49 2-4 Tan CLAY with limestone fragments 46 12 51 2-3 Dark Brown CLAY 39 13 55 2-4 Dark Brown CLAY 37 Based on the results of laboratory testing, the soluble sulfate content measured in the samples tested is considered relatively low (<3,000 ppm). It should be noted that concentrations of soluble sulfates in soil are typically very localized and concentrations in other areas of the site could vary significantly. Therefore, it is recommended sulfate sampling/testing be performed along the pavement subgrade during construction. During construction, experienced geotechnical 6 ALHA Report No. W230370-A #X personnel should make close observations for possible sulfate reactions. GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS Variations in subsurface conditions could be encountered during construction. To permit correlation between test boring data and actual subsurface conditions encountered during construction, it is recommended a registered Professional Engineering firm be retained to observe construction procedures and materials. Some construction problems, particularly degree or magnitude, cannot be reasonably anticipated until the course of construction. The recommendations offered in the following paragraphs are intended not to limit or preclude other conceivable solutions, but rather to provide our observations based on our experience and understanding of the project characteristics and subsurface conditions encountered in the borings. Site Preuaration and Grading Limestone was encountered within 4 ft of the ground surface in 34 borings. We expect limestone will be encountered during general excavation and grading at this site. The limestone encountered in the borings was hard and may be difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers, jack hammers, or saw cutting) may be required to remove the limestone. Crushing equipment may be required to process this limestone if it is desired to use this material as compacted fill on the site. The contractor selected should have experience with excavation in hard limestone. All areas supporting pavement or areas to receive new fill should be properly prepared. • After completion of the necessary stripping, clearing, and excavating and prior to placing any required fill, the exposed subgrade should be carefully evaluated by probing and testing. Any undesirable material (organic material, wet, soft, or loose soil) still in place should be removed. • The exposed subgrade should be further evaluated by proof -rolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing approximately 25 tons to check for pockets of soft or loose material hidden beneath a thin crust of possibly better soil. • Proof -rolling procedures should be observed routinely by a Professional Engineer or his designated representative. Any undesirable material (organic material, wet, soft, or loose soil) exposed from the proof -roll should be removed and replaced with well -compacted material as outlined in the Fill Compaction section. • Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum depth of 6 inches and recompacted as outlined in the Fill Compaction section. If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench width of five (5) ft. This should provide a good contact between the 7 ALHA Report No. W230370-A #X existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal lift placements. Even if fill is properly compacted as recommended in the Fill Compaction section, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when planning or placing deep fills. Slope stability analysis of embankments (natural or constructed) and global stability analysis for retaining walls was not within the scope of this study. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. Stockpiles should be place well away from the edge of the excavation and their heights should be controlled so they do not surcharge the sides of the excavation. Surface drainage should be carefully controlled to prevent flow of water over the slopes and/or into the excavations. Construction slopes should be closely observed for signs of mass movement, including tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Texas. Due to the nature of the clay soils found near the surface at most of the borings, traffic of heavy equipment (including heavy compaction equipment) may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. Fill Compaction The following compaction recommendations pertain to general filling and site grading. The pavement subgrade should be prepared as discussed in the Pavement Subgrade Preparation section. Processed limestone or other rock -like materials used as fill should be compacted to at least 95 percent of standard Proctor maximum dry density. The compacted moisture content of limestone or other rock -like materials used as fill is not considered crucial to proper performance. However, if the material's moisture content during placement is within 3 percentage points of optimum, the compactive effort required to achieve the minimum compaction criteria may be minimized. In general, processed limestone used as fill should have a maximum particle size of 6 inches. However, any processed limestone used as fill within 3 ft of the final pavement subgrade elevation should have a maximum particle size of 3 inches. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended. Clay soils with a plasticity index equal to or greater than 25 should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The 8 ALHA Report No. W230370-A #X compacted moisture content of the clays during placement should be within the range of 2 to 6 percentage points above optimum. Clay soils with a plasticity index less than 25 should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 1 percentage point below to 3 percentage points above the material's optimum moisture content. Clayey materials used as fill should be processed and the largest particle or clod should be less than 6 inches prior to compaction. Where mass fills are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D-698) and within 2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as outlined herein. Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and compacting each lift to at least the specified minimum dry density. Field density and moisture content tests should be performed on each lift. Utilities Where utility lines are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as previously outlined. Density tests should be performed on each lift (maximum 12-inch thick) and should be performed as the trench is being backfilled. Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when designing pavement over utility lines and/or other areas with deep fill. If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction grade, the contractor or others shall be required to develop an excavation safety plan to protect personnel entering the excavation or excavation vicinity. The collection of specific geotechnical data and the development of such a plan, which could include designs for sloping and benching or various types of temporary shoring, is beyond the scope of this study. Any such designs and safety plans shall be developed in accordance with current OSHA guidelines and other applicable industry standards. Groundwater Free groundwater was encountered in 27 borings at depths of about 1 ft to 19 ft. Groundwater was not encountered in the remaining borings. From our experience, shallower groundwater seepage could be encountered from the subsurface stratigraphy in excavations for pavement, utilities and other general excavations at this site. The risk of seepage increases with depth of excavation and during or after periods of precipitation. Standard sump pits and pumping may be adequate to control seepage on a local basis. 9 ALHA Report No. W230370-A #X In any areas where cuts are made, attention should be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk of seepage is increased where limestone is exposed in excavations and slopes or is near final grade. In these areas subsurface drains may be required to intercept seasonal groundwater seepage. The need for these or other dewatering devices should be carefully addressed during construction. Our office could be contacted to visually observe final grades to evaluate the need for such drains. LIMITATIONS Professional services provided in this geotechnical exploration were performed, findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. ALPHA, upon written request, can be retained to provide same. ALPHA is not responsible for conclusions, opinions or recommendations made by others based on this data. Information contained in this report is intended for the exclusive use of the Client (and their designated design representatives), and is related solely to design of the specific structures outlined on the cover page of this report. No party other than the Client (and their designated design representatives) shall use or rely upon this report in any manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such intended use. Any such third parry using this report after obtaining ALPHA's written acceptance shall be bound by the limitations and limitations of liability contained herein, including ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented in this report should not be used for design of any other structures except those specifically described in this report. In all areas of this report in which ALPHA may provide additional services if requested to do so in writing, it is presumed that such requests have not been made if not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can change with passage of time. Recommendations contained herein are not considered applicable for an extended period of time after the completion date of this report. It is recommended our office be contacted for a review of the contents of this report for construction commencing more than one (1) year after completion of this report. Non-compliance with any of these requirements by the Client or anyone else shall release ALPHA from any liability resulting from the use of, or reliance upon, this report. Recommendations provided in this report are based on our understanding of information provided by the Client about characteristics of the project. If the Client notes any deviation from the facts about project characteristics, our office should be contacted immediately since this may materially alter the recommendations. Further, ALPHA is not responsible for damages resulting from workmanship of designers or contractors and it is recommended the Owner retain qualified personnel, such as a Geotechnical Engineering firm, to verify construction is performed in accordance with plans and specifications. 10 ALHA Report No. W230370-A CLOSURE All recommendations in the referenced geotechnical report remain unchanged unless specifically modified herein. We appreciate the opportunity to be of service. Please contact us with any questions or comments. Sincerely, ALPHA TESTING, LLC April 5, 2023 Santosh Mahat, EIT Geotechnical Project Manager SM/GSF/sm Copies: (I-PDF) Client Gregory S. Fagan, P.E. Geotechnical Senior Engineer Attachments: Boring Location Plan — Figure 1 Mechanical Lime Series — Figures 2A and 2B WinPAS Analysis Results Log of Borings Key to Soil Symbols and Classifications 11 a r� r ALPHA /t\TESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W230370 Date: 03/13/23 % Lime 0% 4% 6% 8% 10% PI 40 17 12 10 8 70 65 60 55 50 45 40 a 35 30 25 20 15 10 5 0 1 1 1 1 1 1 1 , 1 , 1 , 1 , 1 1 , 1 , 1 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 2A 70 65 60 55 50 45 40 d 35 30 25 20 15 10 5 ALPHA /t\TESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W230370 Date: 03/13/23 % Lime 0% 4% 6% 8% 10% PI 41 21 17 13 10 4-+++++++++++++-H 44 W+++++ W++++++ ++ 11 +-F +++++++++ +++++++--H zLw +++++-H I ++-H 0 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 213 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: Tradition North Phase Route: Location: Off Sam Reynolds Road and Winding Meadows Drive Owner/Agency: Design Engineer: Residential Pavement Analysis Rigid Pavement Design/Evaluation Concrete Thickness 5.91 inches Load Transfer Coefficient Total Rigid ESALs 930,000 Modulus of Subgrade Reaction Reliability 85.00 percent Drainage Coefficient Overall Standard Deviation 0.39 Initial Serviceability Flexural Strength 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade 0.0 Unadjusted Modulus of Subgrade Reaction 0 Depth to Rigid Foundation 0.00 Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 280 psi/in. 3.00 280 psi/in. 1.00 4.50 2.00 Friday, March 24, 2023 11:46:39AM Engineer: WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: Tradition North Phase Route: Location: Off Sam Reynolds Road and Winding Meadows Drive Owner/Agency: Design Engineer: Collector Pavement Analysis Rigid Pavement DesigrVEvaluation Concrete Thickness 7.52 inches Load Transfer Coefficient Total Rigid ESALs 3,000,000 Modulus of Subgrade Reaction Reliability 85.00 percent Drainage Coefficient Overall Standard Deviation 0.39 Initial Serviceability Flexural Strength 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade 0.0 Unadjusted Modulus of Subgrade Reaction 0 Depth to Rigid Foundation 0.00 Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 280 psi/in. Friday, March 24, 2023 11:48:27AM Engineer: 3.00 280 psi/in. 1.00 4.50 2.25 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: Tradition North Phase Route: Location: Off Sam Reynolds Road and Winding Meadows Drive Owner/Agency: Design Engineer: Arterial Pavement Analysis Rigid Pavement DesigrVEvaluation Concrete Thickness 9.87 inches Load Transfer Coefficient Total Rigid ESALs 13,000,000 Modulus of Subgrade Reaction Reliability 85.00 percent Drainage Coefficient Overall Standard Deviation 0.39 Initial Serviceability Flexural Strength 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade 0.0 Unadjusted Modulus of Subgrade Reaction 0 Depth to Rigid Foundation 0.00 Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 280 psi/in. Friday, March 24, 2023 11:49:43AM Engineer: 3.00 280 psi/in. 1.00 4.50 2.50 ALPHA #NJESTING 5058 Brush Creek Rd. Fort Worth, Texas LOG OF BORING NO.: 20 76119 Sheet 1 of 1 Phone: 817-496-5600 WHERE I T ALL BEGINS Fax: 817-496-5608 PROJECT NO.: W 163040 www.alphatesting.com Client: Hines Interests Limited Partnership Location: Fort Worth, Texas Project: Monterra Phases 1A, 1 B, 2 and 3 Surface Elevation: Start Date: 12/27/2016 End Date: 12/27/2016 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 170 / 24 GROUND WATER OBSERVATIONS w a 8-1�q w E- X 8-1 nos ():NONE > E E 1 After Drilling (ft): DRY m > 0 o o E m o o a a o oW o a ao o a� p c> o After Hours (ft): � o o n a a N cn r a a? z J a MATERIAL DESCRIPTION jDark Brown CLAY — 3.75 25 2.0 Tan CLAY with calcareous nodules j 5 5.0 4.5+ 14 39 18 21 _ � Tan CALCAREOUS CLAY with limestone seams 100/ 5„ 10 j j j j 90/ 10� L 12 j/ j/ j/ j 15 14.0 Gray SHALY CLAY 3.5 26 3.75 22 _ 20 _�� 20.0 TEST BORING TERMINATED AT 20 FT ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/6/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS VOn Rods (ft): NONE o1After Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay layers at 4 FT 5 10 Gray LIMESTONE _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/6/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 w a o.S E N t _ x o U= c'W .F E E c o N� 3 Y E -OL N w C J J .T >C1 °o °E °a) m� o ° -o cn X ca ° .E m a Ha a- Z 3 a 2.0 29 66 21 45 2.0 100/ 2.5" 100/ 2.5" 12" 11.0 100/ 1" 100/ 20.0 L 0.5" ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 2 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/2/2023 End Date: 3/2/2023 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) VOn Rods (ft): NONE Drilling (ft): DRY o1After 7After Hours (ft): O MATERIAL DESCRIPTION — j Dark Brown CLAY Tan LIMESTONE _5 _10_ _15 TEST BORING TERMINATED AT 15 FT 20 3.0 Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 Z= (� o E E o N� >� 3 O Y E U -OL a> N N� w U C ° J -° J .V .T N E �� °� d c a� a 3 Z cu -T �a a- - 3 100/ 0.5" 100/ 1" 100/ 15.0 6 1 2.75 1.9 94 30 3.75 22 64 21 43 0.0 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 3 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/2/2023 End Date: 3/2/2023 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) VOn Rods (ft): NONE Drilling (ft): DRY o1After 7After Hours (ft): O MATERIAL DESCRIPTION — j Dark Brown CLAY Tan CLAY 5 � j — Tan LIMESTONE with clay seams and layers 10— _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S w a E o t _ E x > `o UZ= -OL ( N o E J J o T. E > 0 of o- E 0 aC'J O -oNC 3 c a -T �a a- Z a 1 3.0 27 4.0 6.0 13" 1 1.5" 100/ 1" 100/ 20.0 IL 1 2.75 24 3.25 19 31 15 16 0.0 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 4 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/2/2023 End Date: 3/2/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): NONE o1After Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY with calcareous nodules j _5 j — Tan LIMESTONE with clay seams and layers 10— _15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (lbs / in): 140 / 30 o.S co w a E 0't6 N (� t _ E x N� 3 Y Z= -OL N o w C E J J o E >� �� O °� U E d a> N� a� U ° -° .V .T N 3 c 7 -TX �a OW Z a a- 1 3.0 30 2.0 6.0 100/ 2.5" 100/ 0.5" 100/ 15.0 , 0.51, 4.5 19 4.5+ 13 31 16 15 0.0 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/2/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) VOn Rods (ft): NONE Drilling (ft): DRY o1After 7After Hours (ft): O MATERIAL DESCRIPTION — j Dark Brown CLAY Tan LIMESTONE with clay seams and layers Tan LIMESTONE 7-1 _10_ _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 5Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/2/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 r� Z= o E E o ND-OL >C1 °o °E N °a� m� w o C ° J -o J .T� " E �� °� d c a� �_ 3 x� o� o ° _a J _� a_ T (n Ha a- Z 3 4.0 26 69 24 45 4.5+ 19 0.0 4.0 100/ 7.5" 7.0 100/ 1" 100/ 1" 100/ 20.0 IL 1 ALPHA #\TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 6 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Client: Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Project: Tradition North Phase Surface Elevation: Start Date: 3/6/2023 End Date: 3/6/2023 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 140 / 30 GROUND WATER OBSERVATIONS -•E .4 E-, N t _ x ,N On Rods (ft): NONE �' T N 0S (.q j _ E E -C c ZAfter Drilling (ft): DRY 'oc� 0 o a, a v g After_ Hours (ft): a m W o� 0 ao o T 3 U Ha o- o o" Z C m a m ?U) MATERIAL DESCRIPTION jDark Brown CLAY - 2.25 29 - 3.5 24 4.0 _ Tan CLAY with limestone fragments 5 j 4.0 15 35 17 18 0.0 6.0 Tan LIMESTONE with clay seams and alyers 100/ 100/ 10 2.5" 100/ 15 15.0 1 TEST BORING TERMINATED AT 15 FT 20 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: WX 5058 Brush Creek Rd. BORING NO.: 7 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/6/2023 End Date: 3/6/2023 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS VOn Rods (ft): NONE 1After Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Tan LIMESTONE Gray LIMESTONE TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S co w a E 0't6 N ( t _ x L � N� F J J > ��dE °� � O -0OC .EZ= 3 cu 0 _a _� (n 0 x �a O ��_ 0 Z J a O a a- � 2.0 1.4 84 33 3.0 27 73 23 50 0.0 4.0 48 100/ 1.5" 11.0 100/ 0.5" 17.0 100/ 20.0 66 1 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 8 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/6/2023 End Date: 3/6/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 3 o1After Drilling (ft): 4 O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE 1 5 10 Gray LIMESTONE with clay seams and layers _15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (lbs / in): 140 / 30 w a o.S E N t _ x o U� c'� .F E E c o N� 3 Y E -OL N w C J J .T >� O U a> N� U ° -° .V N cn X ca ° .E m a Ha a- Z 3 a 2.25 28 68 22 46 2.0 100/ 1" 4 100/ 1" 13.0 100/ 15.0 k 3.5" ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/2/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) V On Rods (ft): 9 Drilling (ft): DRY o1After 7After Hours (ft): O MATERIAL DESCRIPTION — j Dark Brown CLAY Tan LIMESTONE 5 with clay layers from 6 FT to 7 FT 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 9 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/2/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 r� Z= o E E o N� >C1 3 °o Y E °E -OL N °a� m� w o C ° J -o J .T E �� °� d c a� �_ 3 Z _a -T �a a- 3 a 2.0 32 2.25 28 62 20 42 4.0 100/ 2.5" 100/ 1.5" 100/ 1" 100/ 20.0 0.5" ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 10 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/2/2023 End Date: 3/2/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): NONE o1After Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 _15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (lbs / in): 140 / 30 w a o.S E N t _ x o U� c'� .F E E c o N� 3 Y E -OL N w C J J .T >� O U a> N� U ° -° .V N cn X ca ° .E m a Ha a- Z 3 a 3.0 28 62 21 41 2.0 12" 15" 1 1.5" 100/ 15.0 k 1 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/2/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) VOn Rods (ft): NONE Drilling (ft): DRY o1After 7After Hours (ft): O MATERIAL DESCRIPTION — j Dark Brown CLAY Tan CLAY —� j Tan LIMESTONE with clay seams and layers 5 10 _15 Tan LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 1 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/2/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 r� Z= o E E o N� >C1 3 °o Y E °E -OL N °a� m� w o C ° J -o J .T E � °� d c a� �_ 3 Z CU _a -T �a a- - 3 2.75 2.4 98 27 60 19 41 2.0 4.5 18 4.0 100/ 2.5" 100/ 1.5" 100/ 16.0 100/ 20.0 1 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/2/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) VOn Rods (ft): NONE Drilling (ft): DRY o1After 7After Hours (ft): O MATERIAL DESCRIPTION — j Dark Brown CLAY � Tan CLAY — j j - with limestone at the bottom _5 Tan LIMESTONE with clay seams and layers _10_ _15 TEST BORING TERMINATED AT 15 FT 20 5058BrushCreekRd. BORING NO.: 12 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/2/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 r� Z= o E E o ND-OL > �' o ° E N �' a� m w o C ° J -o J .T� " E � °� d c a� �_ 3 (n x� o� o ° Z CU _a J _� a_ T Ha a- 3 2.5 31 2.0 3.5 20 44 18 26 4.5+ 11 0.3 5.0 100/ 12" 100/ 15.0 IL 1.51, ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/6/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS VOn Rods (ft): NONE o1After Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION o Dark Brown CLAY F//00,0 _5 Tan LIMESTONE with clay seams and layers Tan LIMESTONE _10 _15_ Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 13 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/6/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 r� Z= o E E o ND-OL >C1 °o °E N °a� m� w o C ° J -o J .T� " E �� °� d c a� �_ 3 (n x� o� o ° Z CU _a J _� a_ T Ha a- 3 2.5 29 3.5 23 65 22 43 0.0 3.5 24 5.0 12" 8.0 1 1.5" 12" 17.0 100/ 20.0 IL 1 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/6/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) VOn Rods (ft): NONE Drilling (ft): DRY o1After 7After Hours (ft): O MATERIAL DESCRIPTION — j Dark Brown CLAY Tan LIMESTONE with clay seams 5 10 15 TEST BORING TERMINATED AT 15 FT 20 5058 Brush Creek Rd. BORING NO.: 14 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/6/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 r� Z= o E E o N� > 3 �' o Y E ° E -OL N �' a� m w o C ° J -o J .T E �� °� d c a� �_ 3 Z CU _a -T �a a- 3 1.75 30 55 18 37 2.25 28 4.0 12" 1 1.5" 100/ 15.0 2 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 15 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/6/2023 End Date: 3/6/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 5 o1After Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE _5_ S7 with clay layers from 9 FT to 14 FT 10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x 0't6 ( � o EZ= o" > E -Oco L N O J -oNC J T E 0 of o- 0 c aC'J a 3 Z CU -T �a a- 3 1.5 31 3.0 28 78 24 54 0.5 4.0 100/ 16" 100/ 1" 16.0 1.1 20.0 L 100/ ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 16 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/6/2023 End Date: 3/6/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 6 o1After Drilling (ft): 2 O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY _ / 1 Tan LIMESTONE with clay layers at 6 FT 10 Gray LIMESTONE _15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (lbs / in): 140 / 30 w a o.S E N t _ x o U� c'� .F E E c o N� 3 Y E -OL N w C J J .T >� O U a> N� U ° -° .V N cn X ca ° .E m a Ha a- - Z 3 a 2.0 1.3 91 31 65 21 44 2.0 100/ 3.5" 100/ 1" 13" 12.0 100/ 15.0 , 4.5" ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 17 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/6/2023 End Date: 3/6/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 12 o1After Drilling (ft): 5 O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE _5 1 with clay layers from 6 FT to 12 FT 10 17 _15 _20 TEST BORING TERMINATED AT 20 FT 3.0 Hammer Drop (lbs / in): 140 / 30 o.S co w a E 0't6 N (� t _ E x N� 3 Y Z= -OL N o w C E J J o " E >C� �� O °� U E d a> N� a� U ° -° .V .T N 3 c a -T �a Z cu a- 3 3.25 27 4.0 21 53 22 31 0.0 100/ 66 1" 100/ 3.5" 6 100 1.5" 100/ 20.0 6 1.5" ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/6/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) VOn Rods (ft): NONE Drilling (ft): DRY o1After 7After Hours (ft): O MATERIAL DESCRIPTION — j Dark Brown CLAY Tan LIMESTONE 5 with clay layers from 4 FT to 6 FT 10 15 TEST BORING TERMINATED AT 15 FT 20 5058 Brush Creek Rd. BORING NO.: 18 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/6/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 r� Z= o E E o N� > 3 �' o Y E ° E -OL N �' a� m w o C ° J -o J .T E �� °� d c a� �_ 3 Z CU _a -T �a a- 3 2.75 27 57 20 37 3.25 23 4.0 100/ 5" 100/ 0.5" 100/ 15.0 6 1 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/6/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) VOn Rods (ft): NONE Drilling (ft): DRY o1After 7After Hours (ft): O MATERIAL DESCRIPTION — j Dark Brown CLAY Tan CLAY —� j Tan LIMESTONE with clay seams and layers 5 10 Tan LIMESTONE _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 19 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/6/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 r� Z= o E E o ND-OL >C1 °o °E N °a� m� w o C ° J -o J .T� " E � °� d c a� �_ 3 (n x� o� o ° Z CU _a J _� a_ T Ha a- 3 2.75 28 2.0 4.0 19 43 19 24 0.0 4.0 100/ 4.5" 100/ 1" 11.0 100/ 0.5" 19.0 100/ 20.0 L 0.5„ ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 20 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/6/2023 End Date: 3/6/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): NONE o1After Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY j _5 j — — Tan LIMESTONE with clay seams and layers _10 Tan LIMESTONE _15 Gray LIMESTONE with clay layers from 16 FT to 17 FT _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S w a E o t _ x > `o UZ= ( o E E o > E -OL N O J -oNC J T. CL E 0� o- 0 c aC'J 3 Z _a -T �a a- a 6.0 13" 100/ 1" 11.0 13" 16.0 100/ 20.0 L 1.5" 1.5 33 2.0 1.6 98 29 2.5 25 29 14 15 0.0 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/6/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS VOn Rods (ft): NONE o1After Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION — � Dark Brown CLAY j j Tan LIMESTONE with clay seams 5 10 _15 Gray LIMESTONE with clay layers from 16 FT to 17 FT _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 21 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/6/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 r� Z= o E E o ND-OL >C1 °o °E N °a� m� w o C ° J -o J .T� " E �� °� d c a� �_ 3 (n x� o� o ° Z CU _a J _� a_ T Ha a- 3 3.5 27 2.5 27 39 19 20 0.0 4.0 100/ 100/ 1" 100/ 1" 16.0 100/ 20.0 L 2 5 10 15 20 ALPHA #\TESTING WHERE IT ALL BEGINS 5058BrushCreekRd. BORING NO.: 22 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Client: Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Project: Tradition North Phase Surface Elevation: Start Date: 3/7/2023 End Date: 3/7/2023 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS VOn Rods (ft): 7 1After Drilling (ft): 2 SFAfter Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY with limestone fragments Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 15 FT 5.0 9.0 Hammer Drop (lbs / in): 140 / 30 o.S co w a E 0't6 N (� t _ E x OD 3 Y O Z= -OL N FD w C E J J o E >� � � O O o- U E 0 N N� a� U O -0 .V .T� _. N 3 c 0 �_ _a _� (n x 0 �a O ��_ 0 Z J a O a a- � 100/ 4.5" 100/ 15.0 hk 3.5" 0.5 35 1.5 31 78 25 53 3.0 22 52 18 34 0.0 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 23 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/7/2023 End Date: 3/7/2023 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS VOn Rods (ft): 3 1After Drilling (ft): 1 SFAfter Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE - with clay layers from 6 FT to 10 FT Gray LIMESTONE - with clay layers from 12 FT to 16 FT TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 w a o.S E N t _ x o U� c'� .F E E c o OD 3 Y O -OL N w C J J >� O O U N iA N� U ° -0 .V N cn X ca ° .E m a Ha a- Z 3 a 0.75 32 65 20 45 2.0 1" 4 1" 4 12.0 1 5" 1. 6 100 1.5" 100/ 20.0 66 1 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 24 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/8/2023 End Date: 3/8/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 4 o1After Drilling (ft): 3 O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments below 2 FT 1 Tan LIMESTONE with clay seams and layers 5 _10 Gray LIMESTONE _15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 Z= (� o E E o N� >� 3 O Y E U -OL a> N N� w U C ° J -° J .V .T " N E �� °� d c a� a 3 OW Z -TX �a a- a 1.5 31 68 22 46 2.0 17 0.0 4.0 100/ 1" 13" 12.0 100/ 15.0 L 3 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 25 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/8/2023 End Date: 3/8/2023 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS VOn Rods (ft): NONE 1After Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE Gray LIMESTONE TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 w a o.S E N t _ x o U� c'� .F E E c o OD 3 Y O -OL N w C J J >� O O U N iA N� U ° -0 .V N cn X ca ° .E m a Ha a- - Z 3 a 0.75 1.2 93 31 67 21 46 2.0 100/ 2.50" 100/ 1" 12.0 100/ 4.50" 100/ 1.50" 100/ 20.0 k 1 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 26 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/7/2023 End Date: 3/7/2023 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) VOn Rods (ft): 6 Drilling (ft): 2 o1After SFAfter Hours (ft): O MATERIAL DESCRIPTION j Dark Brown CLAY - -V. _5 Tan CLAY - � Tan LIMESTONE _10 with clay layers from 11 FT to 17 FT Gray LIMESTONE with clay seams and layers _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S w a E o t _ E x > `o UZ= -OL ( N o E J J o T. E > 0 of o- E 0 aC'J O -oNC 3 c 7 -T �a Z a a- 1 1.0 1.1 86 34 5.0 8.0 L 12" 100/ 2.5" 17.0 100/ 20.0 2 1.5 27 64 20 44 0.0 1.25 23 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/7/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 3 o1After Drilling (ft): 3 O SFAfter Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers 1 Tan CLAY 5 j j Tan LIMESTONE with clay seams and layers 10 15 TEST BORING TERMINATED AT 15 FT 20 5058BrushCreekRd. BORING NO.: 27 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/7/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 w a o.S E N t _ x o U� c'� .F E E c o ND-OL N w C J J .T� > �' o ° E �' a� m o ° -o cn X ca ° .E m a_ T Ha a- Z 3 1.0 35 2.0 100/ 5" 4.0 8.0 100/ 3.5" 100/ 15.0 , 3 2.0 19 37 18 19 0.1 21 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 28 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/8/2023 End Date: 3/8/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 4 o1After Drilling (ft): 2 O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY .. Tan LIMESTONE with clay seams and layers _10 Gray LIMESTONE _15_ _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 Z= (� o E E o N� >C� 3 O Y E U -OL a> N N� w U C ° J -° J .V .T " N E �� °� d c a� 3 OW 7 -TX �a a- Z a 0.5 36 3.0 26 71 23 48 0.0 4.0 100/ 4.5" 12.0 100/ 3.5" 100/ 0.5" 1.1 20.0 L 100/ ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 29 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/8/2023 End Date: 3/8/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): NONE o1After Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 _10_ Gray LIMESTONE _15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (lbs / in): 140 / 30 o.S co w a E 0't6 N (� t _ E x N� 3 Y Z= -OL N o w C E J J o E >� �� O °� U E d a> N� a� U ° -° .V .T N 3 c 7 -T X �a OW Z a a- 1.0 31 74 23 51 1.0 100/ 66 5" 16" 100/ 6.50" 13.0 100/ 15.0 IL 2 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 30 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/7/2023 End Date: 3/7/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 5 o1After Drilling (ft): 1 O SFAfter Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY 1 Tan LIMESTONE with clay seams and layers Tan CLAY with limestone fragments j Tan LIMESTONE with clay seams and layers _10 — � Tan CLAY j — f Tan and Gray CLAY 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S w a E o t _ E x > `o UZ= -OL ( N o E J J o E > 0 of o- E 0 aC'J O -oNC .T 3 c a -T �a a- Z a 1 1.25 32 4.0 13" 6.0 8.0 100/ 9.5" 11.0 13.0 20.0 3.25 24 69 22 47 4.5+ 10 3.5 19 51 19 32 2.5 28 ALPHA #\TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 31 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Client: Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Project: Tradition North Phase Surface Elevation: Start Date: 3/7/2023 End Date: 3/7/2023 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 2 o1After Drilling (ft): 3 O SFAfter Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY 1 Tan CLAY 5 Tan LIMESTONE with clay seams and layers 10 15 TEST BORING TERMINATED AT 15 FT 20 4.0 8.0 Hammer Drop (lbs / in): 140 / 30 o.S w a E o t _ x > `o UZ= ( o E E o ND > 3 �' o Y E f -OL �' a� N m w o C O J -o J .T� . E 0 of o- 0 c aC'J a 3 Z -T �a a- a 100/ 3.5" 100/ 15.0 , 3 1.5 32 25 2.0 19 4.0 17 44 18 26 0.0 0 15 20 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 32 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/9/2023 End Date: 3/9/2023 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS VOn Rods (ft): NONE 1After Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S co w a E 0't6 N ( t _ x L � N� F J J > ��dE °� � O -0OC .EZ= 3 cu 0 _a _� (n 0 x �a O �_ � 0 Z J a O a a- 0.5 1.5 31 52 20 32 100/ 66 1" 12.0 6 100 1.5" 100/ 5" 1. 6 100/ 1" 100/ 20.0 , 0.5" ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 33 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/7/2023 End Date: 3/7/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 8 o1After Drilling (ft): 7 O SFAfter Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY 5 — � Tan CLAY Tan LIMESTONE with clay seams and layers —10 - �Tan CLAY j j15 TEST BORING TERMINATED AT 15 FT 20 6.0 8.0 Hammer Drop (lbs / in): 140 / 30 o.S w a E o t _ E x > ND `o 3 Y UZ= -OL ( N o w C E J J o . E > 0 of �' o o- E 0 f �' a� m aC'J o O -o .T� 3 c a -T �a Z a a- 1 2.5 0.8 90 28 100/ 6.5" 2.5 32 67 22 45 2.25 30 2.5 18 34 15 19 0.1 4.5+ 18 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 34 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/7/2023 End Date: 3/7/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 2 o1After Drilling (ft): 1 O SFAfter Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY - �Tan CLAY j _5 j — Tan LIMESTONE with clay seams and layers _10 Gray LIMESTONE with clay seams and layers _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S w a E o t _ x > `o UZ= ( o E E o > E -OL N O J -oNC J T. E 0 of o- 0 c aC'J a 3 Z -T �a a- a 1 1.5 27 2.0 6.0 66 13" 100/ 2.5" 14.0 100/ 2.5" 100/ 20.0 1 0.25 19 3.5 21 41 18 23 0.0 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/9/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 8 o1After Drilling (ft): 12 O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers 10 1 15 TEST BORING TERMINATED AT 15 FT 20 5058 Brush Creek Rd. BORING NO.: 35 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/9/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 w a o.S E N t _ x o U= c'W .F E E c o N� 3 Y E -OL N w C J J .T > �' o ° E �' a� m o ° -o cn X ca ° .E m a Ha a- Z 3 a 2.0 27 54 21 33 2.0 100/ 1" 100/ 5" 100/ 4.5" 100/ 15.0 3.5" ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 36 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/7/2023 End Date: 3/7/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 13 o1After Drilling (ft): DRY O SFAfter Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 Tan LIMESTONE with clay seams and layers _10 jTan and Gray CLAY _15 TEST BORING TERMINATED AT 15 FT 20 4.0 M Hammer Drop (lbs / in): 140 / 30 o.S w a E o t _ x > `o UZ= ( o E E o ND > 3 �' o Y E f -OL �' a� N m w o C O J -o J .T E 0 of o- 0 c aC'J a 3 Z -T �a a- a 1 1.0 31 62 20 42 100/ 7.5" 1.0 32 4.5+ 15 1.0 20 4.5+ 22 71 23 48 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 37 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/7/2023 End Date: 3/7/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): NONE o1After Drilling (ft): DRY O SFAfter Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY � Tan CLAY — 5 j _10 j j j _15 Tan LIMESTONE Gray LIMESTONE 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S co w a E 0't6 N (� t _ E x N� 3 Y Z= -OL N o w C E J J o E >C� �� O °� U E d a> N� a� U ° -° .V .T N 3 c a -TX �a OW Z 3 a a- 1 1.25 34 4.0 16.0 17.0 100/ 20.0 2" 1.0 30 1.5 21 4.5+ 14 4.0 17 41 19 22 0.0 2.0 27 ALPHA #\TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 38 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Client: Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Project: Tradition North Phase Surface Elevation: Start Date: 3/7/2023 End Date: 3/7/2023 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 15 o1After Drilling (ft): 18 O SFAfter Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY 5 — � Tan CLAY j j_10 j j _15� SZ j j/ j with limestone fragments at bottom 20 j TEST BORING TERMINATED AT 20 FT 6.0 20.0 Hammer Drop (lbs / in): 140 / 30 o.S w a E o t _ x > `o UZ= ( o E E o > E -OL N O J -oNC J T. E 0 of o- 0 c aC'J a 3 Z -T �a a- a 1.0 1.1 91 30 2.0 30 77 24 53 0.0 1.0 30 2.5 21 2.5 25 4.0 28 1.0 21 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 39 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/9/2023 End Date: 3/9/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 4 o1After Drilling (ft): 3 O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — � Tan CLAY j 7 _5 j Tan LIMESTONE with clay seams and layers _10_ _15 TEST BORING TERMINATED AT 15 FT 20 2.0 Hammer Drop (lbs / in): 140 / 30 o.S w a E o t _ E x > ND `o 3 Y UZ= -OL ( N o w C E J J o . CL > 0� �' o o- E 0 f �' a� m aC'J o O -o .T� 3 E c _a -T �a a- Z a 1 2.0 30 1.0 20 5.0 4.5 15 30 16 14 0.0 13" 100/ 1" 100/ 15.0 kL 9.5" ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/9/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS VOn Rods (ft): NONE o1After Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments j Tan LIMESTONE with clay seams and layers 5 10 Gray LIMESTONE _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 40 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/9/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 w a o.S E N t _ x o U= c'W .F E E c o N� 3 Y E -OL N w C J J .T >C1 °o °E °a) m� o ° -o cn X ca ° .E m a Ha a- Z 3 a 1.0 23 44 18 26 2.0 100/ 2.5" 100/ 9.5" 100/ 6.5" 11.0 100/ 1.5" 100/ 20.0 k 1 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/8/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS V On Rods (ft): 1 o1After Drilling (ft): 4 O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers 1 _5 10 Gray LIMESTONE _15 TEST BORING TERMINATED AT 15 FT 20 5058BrushCreekRd. BORING NO.: 41 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/8/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 r� Z= o E E o N� > 3 �' o Y E ° E -OL N �' a� m w o C ° J -o J .T E �� °� d c a� �_ 3 Z _a -T �a a- 3 a 0.5 1.0 29 51 20 31 100/ 2.5" 6 100 1.5" 10.0 L 4 100/ 100/ 15.0 JL 1.51, ALPHA #\TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 42 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Client: Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Project: Tradition North Phase Surface Elevation: Start Date: 3/7/2023 End Date: 3/7/2023 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 13 o1After Drilling (ft): 17 O SFAfter Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY 5 — � Tan CLAY j j_10 j j _15� j _ V _20 j TEST BORING TERMINATED AT 20 FT 6.0 20.0 Hammer Drop (lbs / in): 140 / 30 o.S w a E o t _ x > `o UZ= ( o E E o > E -OL N O J -oNC J T. E 0 of o- 0 c aC'J a 3 Z -T �a a- a 1.5 31 1.5 29 3.0 27 72 23 49 0.0 2.75 17 3.25 19 48 17 31 4.5+ 22 2.0 20 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/9/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) VOn Rods (ft): NONE Drilling (ft): DRY o1After 7After Hours (ft): O MATERIAL DESCRIPTION j Dark Brown CLAY — - with limestone fragments Tan LIMESTONE with clay layers 5 10 Gray LIMESTONE 15 TEST BORING TERMINATED AT 15 FT 20 5058BrushCreekRd. BORING NO.: 43 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/9/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 w a o.S E N t _ x o U= c'W .F E E c o N� 3 Y E -OL N w C J J .T > �' o ° E �' a� m o ° -o cn X ca ° .E m a Ha a- Z 3 a 1.0 27 51 20 31 2.0 12" 5" 5 100/ 1" 11.0 100/ 15.0 6 1 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/8/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 5 o1After Drilling (ft): 19 O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY j Tan LIMESTONE with clay seams and layers 5 SZ 10 Gray LIMESTONE _15 1 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 44 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/8/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 w a o.S E N t _ x o U= c'W .F E E c o N� 3 Y E -OL N w C J J .T >C1 °o °E °a) m� o ° -o cn X ca ° .E m a Ha a-- Z 3 a 2.0 0.7 107 21 41 18 23 2.0 13" 16" 15" 5" 11.0 100/ 1" 100/ 20.0 , 0.5" ALPHA #\TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 45 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Client: Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Project: Tradition North Phase Surface Elevation: Start Date: 3/9/2023 End Date: 3/9/2023 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 2 o1After Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 j j _10 j j j 15 j TEST BORING TERMINATED AT 15 FT 20 4.0 15.0 Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 Z= (� o E E o N� >� 3 O Y E U -OL a> N N� w U C ° J -° J .V .T N E �� °� d c a� a 3 Z cu -T �a a- - 3 1.5 33 1.75 30 2.0 20 3.0 21 1.5 20 31 16 15 0.0 3.5 25 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/9/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 10 o1After Drilling (ft): 19 O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY Tan LIMESTONE with clay seams and layers _10_ 15 Gray LIMESTONE with clay layers at 15 FT 1 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 46 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/9/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 r� Z= o E E o ND-OL >C1 °o °E N °a� m� w o C ° J -o J .T� " E � °� d c a� �_ 3 (n x� o� o ° Z CU _a J _� a_ T Ha a- 3 2.5 26 2.0 12 4.0 4.0 17 43 18 25 0.7 5.0 100/ 2.5" 100/ 1.5" 100/ 15.0 IL 1.51, 100/ 20.0 2 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/8/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) VOn Rods (ft): NONE Drilling (ft): DRY o1After 7After Hours (ft): O MATERIAL DESCRIPTION Dark Brown CLAY — — Tan LIMESTONE with clay seams and layers 5 _10_ Gray LIMESTONE 15 TEST BORING TERMINATED AT 15 FT 20 5058 Brush Creek Rd. BORING NO.: 47 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/8/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x 0't6 r � o EZ= o3 > E�N L ° J -oN� J .T ��dE °�o aco � a T (n a � Z _ ax �a a- 3 a 1.0 27 45 19 26 1.0 100/ 1" L 13" 66 12" 11.0 100/ 15.0 L 1 5058 Brush Creek Rd. BORING NO.: 48 A L PH A#\TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 WHERE IT ALL BEGINS www.alphatesting.com Client: Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Project: Tradition North Phase Surface Elevation: Start Date: 3/9/2023 End Date: 3/9/2023 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 1 o1After Drilling (ft): 19 O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 j j j _10 j j 15 / Tan LIMESTONE Tan and Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S w a E o t _ E x > `o UZ= -OL ( N o E J J o T. E > 0 of o- E 0 aC'J O -oNC 3 c a -T � a Z a a 4.0 15.0 19.0 100/ 20.0 L 1.5" 1.0 37 50 21 29 1.75 31 1.75 20 3.5 2.0 107 20 38 18 20 0.0 3.5 22 4.0 15 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/9/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) V On Rods (ft): 2 Drilling (ft): 2 o1After 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY _ 1 Tan CLAY with limestone fragments —� j Tan LIMESTONE _5_ with clay layers at 4 FT 10 15 TEST BORING TERMINATED AT 15 FT 20 5058 Brush Creek Rd. BORING NO.: 49 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/9/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 r� Z= o E E o N� > 3 �' o Y E ° E -OL N �' a� m w o C ° J -o J .T E � °� d c a� �_ 3 Z CU _a -T �a a- 3 1.5 26 53 19 34 2.0 1.25 17 4.0 12" 2" 13" 100/ 15.0 k 1.51, ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 50 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/9/2023 End Date: 3/9/2023 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS VOn Rods (ft): NONE 1After Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 ( � F > L N� O J -0OC .EZ= J ��dE °� � 3 (n x 0 O �w_ 0 0 Z _a J _� a O �a a- a 1.5 30 54 22 32 1.0 100/ 2.5" 12.0 12" 6 100/ 1" 6 100 1.5" 100/ 20.0 , 1 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 551 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/6/2023 End Date: 3/6/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): 7 o1After Drilling (ft): 7 O SFAfter Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers _5 1 10 TEST BORING TERMINATED AT 10 FT 15 20 3.0 Hammer Drop (lbs / in): 140 / 30 o.S w a E N t _ x co 0't6 Z= (� o E E o N� >� 3 O Y E U -OL a> N N� w U C ° J -° J .V .T N E �� °� d c a� 7 3 Z cu -T �a a- 3 1.5 33 2.0 31 69 22 47 100/ 5.5" 100/ 10.0 , 3.5" ALPHA #\TESTING WHERE IT ALL BEGINS Client: Hines Interests, LP - Dallas2 Project: Tradition North Phase Start Date: 3/6/2023 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS VOn Rods (ft): NONE o1After Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay layers at 4 FT 5 with clay layers from 8 FT to 10 FT 10 TEST BORING TERMINATED AT 10 FT 15 20 5058BrushCreekRd. BORING NO.: 52 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Location: Fort Worth, Texas Surface Elevation: 3/6/2023 West: GER North: Hammer Drop (lbs / in): 140 / 30 w a o.S E N t _ x o U= c'W .F E E c o N� 3 Y E -OL N w C J J .T > �' o ° E �' a� m o ° -o cn X ca ° .E m a Ha a- Z 3 a 1.5 31 63 21 42 2.0 100/ 4.5" 15" 100/ 10.0 , 8" ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: _5_ 10 15 20 5058BrushCreekRd. BORING NO.: 53 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/6/2023 End Date: 3/6/2023 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS VOn Rods (ft): NONE 1After Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 10 FT Hammer Drop (lbs / in): 140 / 30 w a o.S E N t _ x o U� c'� .F E E c o OD 3 Y O -OL N w C J J >� O O U N iA N� U ° -0 .V N cn X ca ° .E m a Z a Ha- 1.0 a 1.0 34 61 21 40 100/ 4.5" 3.0 67 100/ 10.0 , 8„ ALPHA #\TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 54 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Client: Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Project: Tradition North Phase Surface Elevation: Start Date: 3/6/2023 End Date: 3/6/2023 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): NONE o1After Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan CLAY 5 j j 10 j TEST BORING TERMINATED AT 10 FT 15 20 4.0 10.0 Hammer Drop (lbs / in): 140 / 30 o.S w a E o t _ x > `o UZ= ( o E E o ND > 3 �' o Y E f -OL �' a� N m w o C O J -o J .T E 0 of o- 0 c aC'J a 3 Z -T �a a- a 1.0 32 1.0 25 3.0 19 32 15 17 2.0 22 4.5+ 16 ALPHA #\TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: rJ55 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W230370 www.alphatesting.com Hines Interests, LP - Dallas2 Location: Fort Worth, Texas Tradition North Phase Surface Elevation: 3/6/2023 End Date: 3/6/2023 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS VOn Rods (ft): NONE Drilling (ft): DRY o1After 7After Hours (ft): O MATERIAL DESCRIPTION — j Dark Brown CLAY Tan CLAY 5 j j Tan LIMESTONE with clay seams and layers 10 TEST BORING TERMINATED AT 10 FT 15 20 Hammer Drop (lbs / in): 140 / 30 o.S w a E o t _ E x > ND `o 3 Y UZ= -OL ( N o w C E J J o E > 0 of �' o o- f E 0 �' a� m aC'J o O -o .T 3 c a -T �a a- Z a 1 2.0 30 4.0 7.0 100/ 10.0 L 10" 2.75 21 51 17 34 2.0 16 1.5 20 ALPHA #NJESTING KEY TO SOIL SYMBOLS WHERE IT ALL BEGINS AND CLASSIFICATIONS SOIL & ROCK SYMBOLS RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft) ® (CH), High Plasticity CLAY VERY LOOSE 0 TO 4 ® (CL), Low Plasticity CLAY LOOSE 5 TO 10 MEDIUM 11 TO 30 (SC), CLAYEY SAND DENSE 31 TO 50 VERY DENSE OVER 50 (SP), Poorly Graded SAND (SW), Well Graded SAND SHEAR STRENGTH OF COHESIVE SOILS (tsf) Ell (SM), SILTY SAND VERY SOFT LESS THAN 0.25 SOFT 0.25 TO 0.50 IN (ML), SILT FIRM 0.50 TO 1.00 STIFF 1.00 TO 2.00 ® (MH), Elastic SILT VERY STIFF 2.00 TO 4.00 HARD OVER 4.00 LIMESTONE RELATIVE DEGREE OF PLASTICITY (PI) ® SHALE / MARL LOW 4 TO 15 SANDSTONE MEDIUM 16 TO 25 HIGH 26 TO 35 o (GP), Poorly Graded GRAVEL VERY HIGH OVER 35 (GW), Well Graded GRAVEL ® (GC), CLAYEY GRAVEL RELATIVE PROPORTIONS (%) (GM), SILTY GRAVEL (OL), ORGANIC SILT TRACE 1 TO 10 LITTLE 11 TO 20 SOME 21 TO 35 (OH), ORGANIC CLAY AND 36 TO 50 11�� 1♦ S SAMPLING SYMBOLS PARTICLE SIZE IDENTIFICATION (DIAMETER) ■SHELBY TUBE (3" OD except where BOULDERS 8.0" OR LARGER noted otherwise) COBBLES 3.0" TO 8.0" SPLIT SPOON (2" OD except where COARSE GRAVEL 0.75' TO 3.0" noted otherwise) FINE GRAVEL 5.0 mm TO 3.0" ® AUGER SAMPLE COURSE SAND 2.0 mm TO 5.0 mm ❑ TEXAS CONE PENETRATION MEDIUM SAND FINE SAND 0.4 mm TO 5.0 mm 0.07 mm TO 0.4 mm ❑ROCK CORE (2" ID except where SILT CLAY 0.002 mm TO 0.07 mm LESS THAN 0.002 mm noted otherwise) FORT WORTH, CITY OF 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 2/3/161 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM D2240/D412/D792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1/26/99 33 05 13 HOPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area 5/13105 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberelass 33-39-13 (1/8/131 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non -traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area Water &Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) * 33 05 13 IManhole Frames and Covers I Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) * 3305 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. * 33 05 13 Manhole Frames and Covers McKinley It. Works Inc. A 24 AM 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 1 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 1 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 1 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 1 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 1 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 1 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 1 7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. 1 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V 1432-2 and V 1483 Designs AASFITO M306-04 30" Dia. 1 11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651 FWN & MH16502 30" Dia 1 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MR32FTWSS-DC 30" Dia 1 08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 30" ERGO XL Assembly 10/14/13 33 05 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 2290 (32") ASTM A 48 30" Dia. CAP-ONE-30-FT W, Composite, w/ Lock 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hmg 30" Dia. 10/07/21 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 Bev 2/3/16) * 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamhght 24" Dia. * 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Haw Foundry 300-24P 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 33 05 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 (Rev 1/8/131 * 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item 949 ASTM C 478 48" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone I'll /23 33 39 10 Manhole, Precast Concrete The Turner Company 72" LD. Manhole w/ 32" Cone ASTM C 478 72" 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Dram w 24" Ring 06/09/10 33 39 10 Manhole, Precast (Reinforced Polynur)Concrete US Composite Pipe Re-lbarced Polymer Concrete ASTM C-76 48" to 72" 1 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 3920 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Preall Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas ASTM C-478; ASTM C-923; 03/07/23 33 3920 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C-443 03/07/23 33 3920 Manhole, Precast (Reinforced Polymer) Concrete P3 Polymers, RockHm,Nep 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Amitech USA Meyer Polycrete Pipe I ISewer -(WAC) Wastewater Access Chamber 33 39 40 Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious * EI-14 Manhole Rehab Systems Ouadex 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSP E1-14 Manhole Rehab Systems AP/M Permaform 4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 EI-14 Manhole Rehab Swim (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair Fl-Krete Technologies Vinyl Polyester Repair Product Misc. Use * From Original Standard Products List 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 EI-14 Manhole Rehab Systems Sprayroq, 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 3910, 03/19/18 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams Water & Sewer - Manhole Inserts - Field Ooerations Use Only (Rev 2/3/16) * 33 05 13 Manhole Insert Knutson Enterprises * 33 05 13 Manhole Insert South Western Packaging * 33 05 13 Manhole Insert NoOow-Inflow 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. Water & Sewer - Pine Casin¢ 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 33 05 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) Are 791, S1BB, SI, 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 LifeSavu - 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 pressure Pipe and Grouted Casing CSC12, CSS12 * 33 11 10 Ductile Iron Pipe Griffin Ape 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 Fastite Pipe (Bell Spigot) AW WA C150, C151 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. Amerman 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 - Coatines/Enoxv 33-39-60 (01/08/13) 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.33 12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pope Coating Induron Protmto 401 ASTM B-117 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, SIBB, SI, S2 Acid Resistance Test 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer - Coatines/Polvurethane Updated: 12/29/2023 Size Structures Only Sewer Applications Sewer Applications For Exterior Coating of Concrete Structures Only For 24" dia. For 24" dia. For 24" dia. For 24" dia. For 24" dia Up to 48" Up to 48" Up to 48" 3" thru 24" 4" thru 30" 4" thru 30" Ductile Iron Pipe Only Sewer Applications Sewer Applications Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.RI. USA, Inc. DOZSLTP02(Composite Body) 2" Sewer - Pioes/Concrete * E I-04 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 -!"hole, - 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) SystemPIM CorporationPolyethylene PIM Corp., Piscata WaY, N.J. Approved Previously �PIRMS cConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously * From Original Standard Products List 2 CITY OF FORT WORTH FORT WORTH, WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 (Approval Spec No. lClasssification Manufacturer Model No. National Spec Size Sewer- Piue/Fiberglass Reinforced/33-31-13(1/8/131 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 33 31 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 Fiberammig FRP ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45 Sewer - Pioe/Polvmer Pioe 4/14/05 Polymer Modified Concrete Pipe Amitc- USA Meyer Polycrete Pipe A— C33, A276, -71 8" to 102", Class V 06/09/10 EI-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76 Sewer - PiDes/HDPE 33-31-23(1/8/13) * polyethylene pipe Phillips Driscopipe, Inc. Ovticore Ductile Polyethylene Pipe ASTM D 1248 8" * �iJigh-do-ity 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/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-1r1 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" thou 12" Sewer - PiDes/PVC* 33-31-20 (7/l/13) * 33-31-20 PVC Sewer Pipe 1-M Manufacturing Co., Inc. (JM Eagle) SDR-26 (PS115) AST- D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 (PS115) ASTM D 3034 4" thou 15" * 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe SDR-26 (PSI 15) ASTM D 3034 4" thou 15" 1LOS/23 33-31-20 PVC Sewer Pipe Vin (tech PVC Pipe SDR-26 (PSI 15) ASTM D3034 ro 4" Jim 15" 1'IJ5/23 33-31-20 PVC Sewer Pie Vin ltech PVC Pie Gravity Sewer PS 115 ASTM F 679 18" * 33-31-20 PVC Sewer Pipe J-M Manufacturin, , Inc. (JM Eagle) PS 115 ASTM F 679 18" - 28" 05106105 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 (PS 115) Gasket Finings ASTM D-3034, D-1784, etc 4" - 15" * 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(We4lake) Gasketed PVC Sewer Main Fittings ASTMD 3034 3/19/2018 33 3120 PVC Sewer Pipe Pipelife Jet Stream SDR 26 (PS 115) ASTM F679 18"- 24" 3/19/2018 33 3120 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3134 41'- 15" 3/29/2019 33 3120 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" 10/22/2020 33 3120 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlal , SDR 26 PS 115 ASTM F-679 18"-36" Sewer - PiDes/Rehab/CIPP 33-31-12 (01/18/131 * Cured in Place Pipe I. in— Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813 05/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216 Sewer - P1Des/Rehab/Fold & Form * Fold and Form Pipe Cullum Pipe Systems, Inc. 11/03/98 Fold and Form Pipe Insimfoom Technologies, Inc. Insitufrm "NuPIpe" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultralmer Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter Sewer - Pioes/ODen Profile Large Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Corlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48" 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" E100-2 PVC Sewer Pipe, Ribbed Up -or ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Tnple 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. Classsification Manufacturer Model No. National Spec Size Water - Ammr enances 33-12-10 (07/01/13) 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AW WA C800 1"1" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AW WA C800 1"1" SVC, up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Powerseal 3450AS, Incl. Corp. Stop, Dbl Strap, Stainless NSF ANSI 372 1"1" 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, 610OTM and 6101M I'V' 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 AW WA C800 2" FB600-6-NL, FB1600-6-NL, FV23-666-W- 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, L22-66NL AW WA C800 1-1/2" FB6004-NL, FB1600-4-NL, B11-444-WR- 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, B22444-WR-NL, L28-44NL AW WA C800 1" 13-25000N, B-24277N-3, B-20200N-3, H- AW WA C800, ANSF 61, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSI/NSF 372 2" B-25000N, B-20200N-3, B-24277N-3,H- AW WA C800, ANSF 61, 5151.1. 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-1/2" B-25000N, B-20200N-3,H-15000N, H- AW WA C800, ANSF 61, 5151.18 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 1" 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 Steep 1CM Industries, Inc. 412 Tapping Sleeve ESS AW WA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) JCM Industries, Inc. 415 Tapping Sleeve AW WA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steep Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steep Romac FTS 420 AW WA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steep Romac SST Stainless Steel AW WA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steep Romac SST III Stemless Steel AW WA 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 Plashes Inc. DFW37C-12-1EPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-t EPAF 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 (01/08113) Water - Combination Air Release 33-31-70 (01/08/13) * EI-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" * EI-11 Combination Air Release Valve Multiplex Manufacturing Co Crispin Air and Vacuum Valves, Model No. 1/2" I" & 2" * EI-11 Combination Au Release Valve Valve and Primer Corp. APCO #143C, #145C and 4147C 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 AW WA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AW WA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AW WA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AW WA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AW WA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AW WA C-502 0.1.7 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AW WA C-502 Shop Drawings No. 6461 l0/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurion AW WA C-502 Shop Drawing FH-12 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Super Centurion 200 AW WA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AW WA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AW WA 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 AW WA 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 C9 'AWWA Cii 12/OS/23 33-I1-12 PVC Pressure Pipe Vinyltech PVC Ptpe DR14 ASTM D1784 AWWA C900, AWWA C605, 12 11S 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" 3/19/2018 3311 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" 5/25/2018 3311 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 3311 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" AWWA C900-16 UL 1285 12/6/2018 33 I1 12 PVC Pressure Pipe 1-M Manufacturing Co., Inc d/b/a IM Eagle DR 14 ANSIMSF 61 4"-28" FM 1612 12/6/2018 33 11 12 PVC Pressure Pipe 1-M Manufacturing Co., Inc d/b/a IM Eagle DR 18 16"-24" 9/6/2019 33 I1 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Westlake) DRI8 AWWA C900 16"-24" 9/6/2019 33 I1 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4% 12" 9/6/2019 33 I1 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4% 12" Water - Pines/Valves & Fit ines/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc Mechanical Joint Fittings AWWA C153 & C110 * E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110 * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Finings, SSB Class 350 AWWA C 153, C 110, C 111 08/11/98 EI-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 Fittings AW WA C153 4"-12" 05/14/98 EI-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 EI-24 PVC Joint Restraints Ford Meter Box Cc /Uni-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/C153 4" to 24" 11/09/04 EI-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C1161CI53 4" to 12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Imn, 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/C1161CI53 4" to 24" 08/05/04 EI-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 EI-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA C111/C153 12" to 24" 08/10/98 EI-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLDE AW WA C153 4" - 24" 10/12/10 E1-24 Interim Restramed Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" 08/16/06 E1-07 Mechanical Joint Finings SIP Industries(Smampore) Mechanical Joint Fittings AWWA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AW WA CI I I 11/07/16 33-I1-I1 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrp Series 3000 ASTM A536 AW WA CI I I EZ Grip Joint Restraint (EZD) Black For DIP 03/11/18 33-1141 Mechanical Joint Retainer Glands SIP Indristries(Serampore) ASTM A536 AW WA CI I I 3"48" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-I1-I1 Mechanical Joint Retainer Glands SIP Industries(Serampore) DR14 PVC Pipe ASTM A536 AW WA CI I I 4"-12" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-I1-I1 Mechanical Joint Retainer Glands SIP Industries(Serampore) DRI8 PVC Pipe ASTM A536 AW WA 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 EI-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 EI-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24/02 EI-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller * EI-26 Resilient Seated Gate Valve Kennedy 4" - 12" * EI-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" 01/28/98 EI-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 (SO D-21652) AWWA C515 24" and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 Resilient W Gate Valve eGate Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3) 05/08/91 EI-26 Resilient Seate Valve Stoekham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" * EI-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Men seal 250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) El FlowMaster Gate Valve & Boxes 08/24/18 Mateo Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" * From Original Standard Products List 5 FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST (Approval Spec No. [Classsification Manufacturer Water Pines & Fittings/Rubber Seated Buttery Valve 33-12-21 (07/10/141 Model No. * - alves EI-30 Rubber Seated Butterfly Valve Henry Pratt Co. * E1-30 Rubber Seated Butterfly Valve Mueller Co. 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. 06/12/03 EI-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Coro. Valmahc American Butterfly Valve. 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 03/19/18 33 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve Water - Polvethvlene Encasement 33-11-10 (01/08/13) 05/12/05 E1-13 Polvethvlene Encasment Flmol Packaging Fulton Enterprises 05/12/05 E1-13 Polvethvlene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware 05/12/05 E1-13 Polvethvlene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket 09/06/19 33-11-11 IPolvethylene Encasment Northtown Products Inc. PE Encasement for DIP Water - Samnline Station 03/07/23 331250 l Water Sampling Station Echnse Number 88 , 12-inch Depth of Bury Water - Automatic Flusher Updated: 12/29/2023 National Spec Size AWWA C-504 24" AWWA C-504 24"and smaller AWWA C-504 24"and larger AWWA C-504 Up to 84" diameter AWWA C-504 24" to 48" AWWA C-504 30"-54" AWWAC105 8-1 LLD AWWAC105 8milLLD AWWAC105 8mil LLD AWWAC105 8mil LLD As shown in so-. 33 12 50 HG6-A-IN-2-BRN-LPRR(Portable) 10/211tl Automated Flushng System Mueller Hydroguard HG2-A-IN--2-PVC-018-LPLG(Permanent) 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements ofthe Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval ofthe specific products will be based on the requirements ofthe 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 6 CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 C—te 12022 033000 Mx Deupn Amenwn Cnncrcte C,cruen, 30CAF029 30(M pas Concrete for Sidem1b A ADA Ramps 112022 033000 Mix Dennis Amenwn Concrete Cump:m OIJAF3921ax)yal Concrete Bane M.t<nel for Trench Rep., 9 9 2022 03 30 00 Mix D. or. A-- Concrete Cnmmn, 4DCNF065 41Rtd pa Concrete for Menhulm A U.7 Stmer- 992U22 03,000 Mix Devpn Amenwn Concrete Cure— 45CAF07645Wssu Concrete l'ar Hired Placed Pannq 9 92U22 113 30 W Mix Deign Atom DI OMIOU 1737 4300 ins Cuncrcic for [ d Placed Paring 99 2022 03 30 W Mi.x Deaipn Arne. DIOOW001791 4500 mi Cuncrcic for Herd Placed Pa,tnp 919'2022 01 3l1 W Mx DemRn A,,: DI00001)D1793 4500 psi Cuneoelc fur Hind Placed P—np 9/92022 .33000 Mix 13-pn Arpin D1000NA ,03 4500 ins Cuncrcic fur Hand Placed Pennp 9'9'2022 0331W Mix Deign Afaw DIOOO0002107 4500 ms Concrcle fur Hand Place) Prima T' '2022 03 100 Mix Dorian Araou DIOOOOOO 1273 45W n C'oncrcic for H.nJ Place) Prima 9'92023 03 30 W Mix Design Argw D10000001617 36IXf psi Concrcle far Mahone Placed P-eg 9'92022 03 30 W Mix Design Argue DIOWOWR361 45W @i Concrete for HFS P.nnp 9192022 03 30 W Mn Dorian Argw D10000009857 50yyi Flovwble Fdl -CLSM T92022 03 30 W Miz D.:ipn Argw DI0000001055 36D0 pai Concrcle for Inleh. lumbnn Brea, Manholes, Channel L oi, Sidcmalb. D wwev,, Curb A Quite, 9/92022 Ol 30 W Mn Design Argm D10000010d3S 30W pin Concrcle for Sidevnlb. C'urM 9/92022 03 3000 Mix Design Argw DIOOOWI565S 3000- Concrete for Curb., Curb A U—ni, Side„olb, Dn,x—. ADA Ramp, 9192022 03 30 W Mix Dceian Argw DIOOOW1615 36W pin Concrete for Inle4, Boxes, Enwensnl, Blcekmg 9'92022 0330W Mz resign Argw D1000000106136W 7.Concrete for lnleB, Bra, Enwumenl, Blocking 992022 03 30 W M,x Design Argw D10WWD1Dg3S 4UOd ma Concrcle for Ve1,e Pad., Inlet, Slructum, Hud-11., Th— Blacken 9 7 2022 03 30 W Mx D.: Argw D10000001083 40W pu Concrete l Val v Pad:, Inlcu. Structures. Headwall,. Thm,t Blocking '1 9 2022 03 3000 Mx Design Araw DI 000000169540W pa Co.,.[. for Vahx Pads 9 9 21)22 0? 30 W Mix I c: o Argw D10000005751 750 PO Cnncrcic B.0 for Trench Rep.., 192022 033000 Mrx Dena, Argw D10000001681 4MK) pn Concrete for Fk duxlk Rafunmg Will,, Box Culverts. Valley Oullm 992022 03 30 00 Mix UuiPn Bµ D Courtin 7SKGRT 30W pu Concrete for Gong 'J'9 2022 03 3D (K) Ma Dpipn BIR D Concrete 14500AE 4511URa, Concrete for Flip F�rlr Stre�pth Pnnna 5 22023 32 13 13 Mix Dnlpn Big D Co.nete CM14520AE 45W Concrete fur sd PIu Pn'InR 9'21122 03 3D (IU Miz DeaoRn BIR To xn Concoct. c. 452W5-1 45(Kl p, heiuigraced ix," 992(22 (13 30 W Mix Design BI¢ Town Concrcle 450065-1 45Wppa hand placedyy„u¢ 9'92:122 133UW Ma Deign Bumcu Tcxu 451I5WBG 45(q pn Concrete Mixfor Fond Placed Paving -Sturm Stmcmre 9.'92022 03 30 W Mn Design Bumco Texas 4011553BO 40M p, Cumrete Mx for Machine Placed P,,,ng 9192022 033000 M.x Deign Bumco Tcxm 55UI20AG 4M'0 Pu Concrete Mx for High E fly SireSyth Pevlr�q 9'92122 03 31W Mix Design Bumco Terns 3W I WAG 30W m, Cunene Mx for RyPee Collars, Infra. Then Blucb, Sidcvvelb, ADA Rump, 9/9/2022 03 30 W Mrs De.ipn Burrito Tcxm 30U1 OIAG 3000 p, Concrete Mix for Flamxnk 9'9'2022 033000 Mx Design Bumcu T.... 301ISWBG 3W0 pu Concrete Mix for Blocking, Enmacmcnr. Curb Inlet. lunnio. B.—Fue H,drent Pads D—cmya. Curb 8 Gone.. Sidewlb. ADA RamR. 9'92022 0330W Met Deign Bumco T.xa.+ 40USWB04W0 pn l,oecrete M.., WStorm Drain Slruc(um. Do,e—.. Screen W.M. CO.. 9'92022 03 30 W Mx Design Bumco Texas �6USWBG 36W pin Concrete Mix Ibr Lghu end Tra0ic Siawl Fnundatrom 9'92022 03.1000 Mx Design Bum.. Tcxm OSY450BA PW pai Concrete Mix Ior Bue for Remr 992022 D3 30 W Mix Deai¢n Bum<o Texns 01 YF90BF 100 5l Concrcle Mix for FIow.Ne FIII IIg2024 03 30 W Mn D-jr. Bumco Tcxm T. ,36U502BG 1 S 7d S.cb 3,600J a Concrete Miz for Utburi, 8 Toi is Si .1 Foundations 411'2024 033000 mix D.ngn Bumcn Texas ``3SUSWB035Wyya�l Cowrcic Mixa for Crmem1k, 4'7:2024 03 30 W Mx D. en Bumcn Texas 'iLUSWBG 30llOpn Concrcle Mi. Ior Sidewalk, 4' 12024 t03 30 W Mix D-Rit Bumcn Tex, 109Y450BA Orou( 4 12024 1 3 30 W mix Ikngn Bumcn Tans IOI Y690BF 100 Concrete Mix for Flnwabk Fill 4 1 2074 103 30 W Mx Design Bumcn T... 15SU120AG 4 i Cpmrcl Miz f r Fhgh E dv Stmng(b 300 -p i 3 days 4I 2023 n 9 2U22 l033416 1 3 30 W Mix Design Mix Ikaixn Bum-Tcxm IIOYHSOBFI ysiConcrete Bm Ma en.I for Trench Rcp.n it 2022 IU31000 Mix Design Carder Cnncrcte Carder Concrete IFWCCfA2021 45(10 wl concrete for Fond Placed Pn,nq IFWCC552W1 moo oat for Web —Placed Pevnnq 992022 10?30W Mix Ucngn Carder Concrete IFWCC-09: P�ifoo M,,h.. Placed Paving 992022 1033000 Mix Design Coder Concrete IFWCC359101 Flowablc Fill -CLSM 9'92022 1031O00 Mu Dcu¢n Carder C,mmic 1FWFF2175D1 R-11, Fill -CLSM 9'912022 1033010 Mx Deign Carder Concrctc 1FWCC602W140M pit Concrete for Storm Dou. Slmcturm. Manhole. Hedwxll.. Rcrnnmg W.1k Valley Guuer.. Done Apprwchn 199,2022 10330W Mix Deign ,Carder Concrete IFWCC50202135Wm,w,,mi,for S.de,vxlk,.D,niw .Ra�Q .Curb&Gulter 1992022 10330W Mix [keign ICprder Concrctc IFWCC502W130IX)pn for Sldeualk.. Dove w. Ramp,, Curb $. Guueo, FI.Mx,k 1992022 10130W Mix Uengn IChuIN, Concrete 1414236GO wi Concrete for Curb frets luncoon Boxea 1992022 10330 on Mix Deign ICh:dc'. Concrcle 1451g dOW pai Concrelefor Hedvo,16. W,��j��II. 1' 19,9022 103 3000 :03 :033000 Mx Raian 1Ch:dNa Concrete 15167 36M pn Cnncrcte Mix for Machine Placed P.vi jj 199'2022 1033000 Mx Dc: Mx M'go IC harley, Concrete ICh:rle,'a Concrete 1460945W}�5,Concrete Mx for Hued Hued Paving. Manhole, 1610345�pn Cnncrcte Mrx far Hand Placed P.I.-Munhulea 1992U22 1033000 Mx Design ICharIN:Co..:.te 145023IX1(sy:i Concrete Mix tin Sidewxlb 1'J'9'2022 103 30 W Mix [king. l Ch.de,'f Concrete 13759 3W(f p0 Concrcle M,x far S,dewalb 19'92022 10330W Mn De.... ICWrlcVs Concrete 11502:50 p i Concrete for F1—ble F,11-CLSM 19'92022 ID33000 Mix Design ICherlNa Concrcle 15181 SO Psi Concrcle for Fl—ble Fill-CLSM 19/9,2(122 1033DW Mx Deign IChuINa Cuncrcic 5M24O0 pai Concrete for Storm Drain Structure 19/9'2022 19'92D22 103 3D 00 1033000 Mix Dix, gn Mx Dcaipn IC'h.rle,', C'uncoelc 6595 50W pi Cowrerc Mix for }1` F-11. Surcn¢uh P—rut 19/92022 1033000 Mn Design lCher1 W. Cuneseue IChuhalm Toed It Mx 16589450 P i Cuncreue Mx for Hi, Fork Surevh P.—P tC 13020AEi().,, Concrete frflnvc ,. Curb&Goner 19/92022 1033000 ,Mx Deign IOr, Concrcle C—pan, 111-350.FF 50-150 pai C,m,t, for Flouable Fdl-CLSM FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT -'1.�" STANDARD PRODUCTS LIST AS OF OS/16/2024 I Coneretr (Conrmued) 1 2022 03 30 W hnz IScslµn C,ry concrete Comwnv 30HA25➢3000 par Concrete for RI RED 1'I 9 2022 03 }0 W M,z Ixs,µn CIN Concrcic Comwnv ?OHA20➢ IOW DeConcrete Mix r li(«klg�. &dcnalka. Fl+mnrk, Pads 19.92022 033UW Mix Dcaom C,ry Concrete Comwnv 45NO25➢3600 pa:C.—te Mix for Dnllcd Sh,flL,ghnng and TnlRc S,Imal F... dabans 19'92022 03 30 W Mn De„Rn CIry Concrcic Comwnv 500025➢36W w, Slum DVys.....d Dolled Sh.fl I99-022 0 Oil Mrz Design Crry Concrctc Comwny 45NA20➢45W Dar Concrete Ma for Hand Placed Paving 19 9 2022 03 30 W Mix De.,gn CIry Concrete Company 3.2011 36W pi Concor, Ma for Machine Placcd P,nng 1992022 1,330W Mix Dea,gn C,ly Concrete Comwnv 36JAOOIJ 36Wyxi Concrete Mix for Machine Placed Pavng 19'9 2U22 03 30 W Design Mix CMoI C.1. C.mwny 4OLA2011 4 1 p+1 Concrete Mix tin SI—Dram Strvclum 111 16 2022 tl3 30 W 11121123 03 30 W Mix Desgn Mix Design Co, Cmrcrelc Comwnv CLN025➢ 36MI qgni Concrcic for Dolled Shen L1 " and TntRc S)�,uI Fuundelunu 15 5 2U23 UI 3111 Mix Dentin C,w Concrete Comwnv C:n Cpncnle Co^^yypp CCNA250AG 36,)0 p,, Concrete for D.IIN ShaH'Liphb�( nJ TreOic Sig,ul Foundation, CSSQA250AG 3.6q+ Concrcic for Slum DaDlacemenlS uOa.Ihrderwater Shells I9 9 2u22 03 30 W Mix Desgn Cox Tuwn Red, M,a�Iv 250 30M psi C.-- Msx for Sidewalk, Dm m,,. ADA Ramp, 1992022 03 300 Mix Deng. Cow Tuwn Red, Mix 350 3UWppa Concrete MIX for Sidewalk, Driw—, ADA Ramp, 19 V 2022 0334 13 M,x Design Caw Town Red, M,x 9 70 Ffow�Ne Fdi CM 1`s 9 2022 0334 13 Mix Design Cow Tuwn Red, box 9-g-272,yai Fluwable FCL CLSM 14 9 2022 0334 13 Mix Desgn Cow Town Red, M,x 220-g 50 Da, Concrete Mix for Fluwahle Fill -CLSM 19 v 2022 03 34 13 FLx Dcagn Cow Town Red, Mix I32M 50 p?: Concrete Mix for FluweN. Fill - CLSM 1992022 03 30 W Mix Dea,gn Cow Town Red, Mix 123M 756 si Concnte Bane Material for Trench Rey , 19'92022 1V: V 2022 19: 012022 l�D3 30 W 1i13 30 W 03 30 00 Mix Dcngo Mix Deign M:x Dea. Cnw Town Rod, Mix Cnw Town Red: Mix Caw Town Red, Mix 1S30SS 75�par Concrete Base Metrnal f Trench Rcwn 1353 307y Concrete Mix for S.dcwalka, ADA Ramp,. Dnve,ny,, Curb & Chm Safety End Treamcnh. Non-T%DOT Relnmil�W+Ils 1 `/92022 I033000 on I.Lx Deign Co. Tuwn Red Mix 253-W 3660i pp l Concrete Mix Sidewalk,, ADA Raiiiiryry,. Dmzwna. Curb & Gutter. Saki, End Treatment, Nnrr-TxDOT Rel+imnµ �26040009+,L-oncme Mix for Bndµ<Slaba. Box Cul,'<m. Headwalls 19 92022 103 30 0 Mix Denim Caw Torte Red, Mn 1260.1 3600 pn Concrete Mix f r Hwdwalla 19 92022 1033000 0 Mix Oman Cow Torte Red, Mix 1260-2 3600 par Concrete Mix for Box Culvcro. Headwall, :9'92022 1033000 Mlx Deasga Cow To —Red, Mix 136040W}� ,Concra< Mrx for Bndµc Slab, Box Cul,c .,Headwalls 1992022 10} }0 W Mix Ueaign ICow Tmn Red, Ma 1360.1 1600syfai Concrcle htix for Be. Nlvcrt,. Headxalla, Wmµwalls 19 c92022 103 30 W M,x Des,µ. ICow To— Red. M:. 1264-N 4506 Concrete Mix for Hand Placed P,nng 1992U22 1033000 Mix Dentin IC Town Red: Mix L, "45W pv, Concrete Mix to r Hand Placed Pn'inµ 19 9 2U22 1113 30 W Mix Dcnµ, ICow Town Red, Mn 1265 450(1 pet Concrete Mix for Hand Placed Paring 19 9 2022 IU3 ?O W M,x De„gn ICow Town Redi Mix 1365 45WA si Concrcle Mix for Hand Placed Paring 1992022 103 ?0 W Mix IXagn ICow Town Red, Mix I370.NC dSW n Concrete for HES P„sng 19 9 2022 143 30 W Mix D.,gn IC— Tuxn R<d, Mr, 1370.1NC StglO w, Concrete for HES Pamig 19 9 2.22 103 30 W Mix I3a,Rn ICow Town Red, Mix 1375-NC 5fg10 yPe�ss, Cmocrela far HES Paving 19 `J HQ2 IU3 30 IX/ M,X Doing" ICow Town Rcd, Mix 1267 42W w, Cam— Z. for Manhole, and Dnineye Strocto,, 19 9 2022 IU3 30 W M,a Da ICow Town Red, Mix 1270 5" p,: Cmwrete M,x for C,s,-,n Pi,ce Box Culverts 1112.21 1.3 30 W M,X Design ICow Town Rcdr Mix 1370 50(10 ,: Concrete Mrx for Civic -%.a Box C.I.ria 19 9 2022 IU3 30 W Mix Design ICow Town Rod, Mix 121113W� Concrete Mix to, flew. Thrust Blahng. C.-rae Encasemem 1v 9 2U22 IU3 3000 Mix Design ICow Town Red, Mn 1257 36Wpnr un,.Ie mX for Valk, y Gotten 1 1114 2022 132 13 13 Mo. Deign ICow Tuwn Rcd, Mn 1117.M 3500 q, Cencseb6x for M.chiw Pleeed Pmom, 1992022 133 13 13 Mix Deign ICow To— Red, Ma 1257-M 3(M me Co.,.::o M,a for Machine %aced Pa,3nq 1992022 134 13 13 IMix Design ICow Town Red, M,x 1260-M 4000 mn Concrete Mix for Machme Plaid Paving 9'9'2022 1351313 IM,x Deign I Cow Town Redr lvbx 40W w, C'oncnte Mix to, Machine Placed Paring 992022 10} 30 W IMIz Deng. ICow Town Red. Ivbx K60-M 55-LP 3DW pin Concrete Mrx for Curb & Gutter I: 2. 10330W IMix Denan ICow Town Redr Mix 1355-LP30W pn Concrete M:x for Curb&C 0er 9r92022 1O310W 1MIa Dcngn Cow Town Rcd, M. 125535DO pa: Concrete Mix for Fl.—I,,Inter,, Thrvsl Blacking C... ote Encasement 992022 10? 30 W IMIx Design ICow Town Rcd, M:z 1355 3000 fe: Concrete M:x for lnlcb, Thm,i Blinking, Covercm Encaument 9ro2022 103_ DO IMix Design ICow Town Redi M., 13655 4000 p,, Concrcle for Bodge ai+hu. lop slaha afdir«„nlBc culvcrb. ennmach slabs-TXDOTCIacS.Nn Fly Ash 1 92022 103 30 0000 IMIx D. ICow T.— Red, Mrx 1357 36W ppa, ,o ,tc Mrx for Valley' Gutter, 5 1 2024 103 30 W 169x Dea,gn ICow Town Red, Mrx I360.2DS'i600p,I Concrete Mix for TXDOT CIu. C Dolled Sh+Os 6. 212023 ID33D10 IMix Dea,gn I Cow Tnwn Red, Mix 1360.DS 36Wyyn Concrete for Drilled SheRL,ghnng and Tra➢ic Snood Faundannn 1 1 P. 2023 1292 024 103 30 00 134 13 13 IMix Dx. ICnv Town Rcdi Miz 13911450 r, C—mic for HES P. 1 29 2024 103 30 W IMix Design IMix De lEalrada Reedy M,. IEslnde Readv Mn :4575AESC 17 50 S,eks 4,500 yy , (3A00 can V 3-0ay) Concrete for HES Paring 1292.24 ID}30W an ,Mrx Uenµn IEand. Read,'M.. 1R3050AEWR' S 00 Sack, 3.Ofq pn Conroe for S,dewalb, Raman, flats, and Manholes IR3G55AEWR'550Sackv'3.fi00 pv Co,icrcn for Ffeadwally. W, wally. and CuhXrta 129 2024 0 2024 103 30 W 132 13 13 IMa Uea,gn De IEetnd: Ready M,x 1R4MAAEWR G W Sacks 4.0(10ya Ca,crete for Bndgf SIaM. RS�eba. and Approach SI,M 1 292024 132 13 13 I,na Ro IMix Deng. IErtrade RCady M,x IE,4 de Ready Mix ITD3655AEWR 5 50 Se A, 3, q, Co.". f r tvLc ino Place ring IR4560AEWR 6 W Sack. 4,500 pin Con:a, for Hand Placed Perm. 2 21 b124 103 30 W M,x Design IEslnde Read, M,X IR3657$AEWR 5 76 Sa<ka 3,6W pa Concrcle for Dolled Sheflsl,ghhng uid Tre➢ic S1Q4v1 Foundanoro 'I `J 2022 I03 30 W MI. Dalg. 10CHCancretc $emcee IOCIUOOO 4000 e Concrctc Ibr for: sdewalka. Ramp, Hwdwalla. Inteb. anJ Sturm Dro,n. ,rvciurta V 9 2022 103 30 W Mlx Dea:R,s IGCH Concrete Semce, IGCHV5 4(s00ys1 imiaete 1'nr M.chsnc Placed PannR V 9 2022 9 92022 IU3 30 W 103 30 W MIX Dn,gn Denan 10CHCmicnotc Semce, ,GCMSW 45(kl yr, Concrete Ilion! Placed Pan9P 9/92012 1033400 IMI. IM1x [,sign Iingnm Concrete & Aggregate, Iingram Concrcle&Aggregalea C47PVSE5 300f1 QQ,, Con.,,. for Ssd,,e ADA Ramps I2MWR-70J235047Tg0ya 99'2UZ2 10330W IMIx Desimi Iingnm Concnte&Aggregates Cuncrele for S,dew'alks, ADA RomQ+ l2MWR-I47QWSD5305(rw, Concnte Mn for Sidewxlks.ADA Ramp, `192U22 10330W IM:x Design Iingnm Concrcle&Ag8r.01. LiMV1R-056PS5D54" yv, Concrcle M.Ame Plead Paring 942022 1033000 1M,x Deign Iingram Connie&Aggregate, L3MWR- 161 UV5DM 4506 pa Concrete for Hand PI...d Pining, 4 9 2022 103 30 W IM:x D.— Iingram Concnte & Aggregate, I2MWR-IOMQSSON 4500 q, Con—, for Hand PI ... d Paring 9') 2022 103 30 W IM,x N,noo 11. Concrete & Agµregetea 1161 PS5EM 45W Dn Concnte fur Hand %sad Pan99JJ�� 992022 10330W IMix Desgn Iingnm C'ancrcue&ABµr<Fa(ea IC47PVSE53000 w: Cuncme Mix for &dcwiks,AUA Ran,q FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT PRODUCTS LIST AS OF W16I2024 // (jjr/J Cm �S�TTAANDARD 4 7 2023 IIT i((( rmx [7ee1¢n Natant Concrete A Ag¢re¢eka IOWSSON 3,600 p . Concrck for Dnii d Sh.na Ll/°tuna a11d TnRe Slanal F...dullnnv 9 '12U22 03 Ili 110 Mix Dc.::n Ir1 rym Concrete & AajPe w. 161PSSEM 4500 pal Concr:k Mix for tb d PIacW Pe.n. 9' 02 U3 i(Isw Ma Des lb�nm-SOH. Inc 517730M Pm Concrete M. for Sid.walk. 992022 2022 03 31) M Mrs Deuan Mccen- SOR. Inc 1261 30M on Concrete hfix forSol-alka 99 2022 J 30 00 Mlx Dnlgn Holum- SOR. Inc 2125 45M C. Cnnrsk fins, FfrS PanR1 992022 03311W Ma D.a�r1 Holmm-SOR,hs 170140W on Conrckhbf Sturm DrunSwcturca. Samkry Scw<r Manh+in.Junctlnn Box ,92022 03 30 W Miz D.man Holum - SUR. Mc 5409 401x1 pm C.ricrele Nb: fn Sidewalk. Inks, 9 9 2022 03 30IN) Mix D—Ro Ik,: s'R. Mc 5507 45W pw Con f Ham Mix 1 Placed Pa PP 12 152022 33000 Mix D.mgn Wei.-SUR, Me 3741 1(rmi concrete for 0uweble fill CSLM 992022 04 30 M Mix Design H=m -SUR. Mc 5017 21N1 pn Cuncrcle for Bese Me1e.1 I'ur Trench Rj�1 V 12022 992022 03 30 W 033000 Miz l)<.IRi1 MI. FMlcim-SUR, Mc 9G(N13GU11 p.r Concrete for Drill Shelly L/yJ+hng end I%, 5�`ral Fuundtllun, 1252022 43 W DealP. Mix Desires fflam•SOR. Inc Flolcim-SOR, Inc 195145W Psi Concrete for Slmm Drain Stncture.. Hand Pl, Pen 192236M psi Conmel. for Dolled Sh.Xs Whim and TnIRc Signal Fuurd.uun. 42 2n24 330 W Mn Design Holum- SOH, Inc 544U 36119 t C.nertle Iw Machine Placement 9 9 2n22 03 30 W Mn D[npn Hakim -SOH, Mc ISi94U00J� i Concrete for Dolled SMX. I.Ighhna and Traffic Signal Fuund.uu. 4 22024 03 30 W h6x Ik Holum-SOR, fc 59401 4U((hp Cuncrcle tar }land Plrt —I 12022 03 30 W Mix Doman Holum- SOR, Inc 1551 3000 pp,aI i\on.nle Mix for Blockma 112 023 03 3000 MIx D.man Lqurd Slunc C301D 3,OOD qqm C'oncrck lot Sidewalks. Approaches. and Onvewa.-. 4272023 47J202? 07 3000 03 30 W Mix Den¢n Mix Dena- Gould Slone Liquid Slone C361DNFA 3iw0 pm Concrc.e for Rcwmri� all, dnrexajj.JJ,,unnion box 3//''io srP,..ch C361DHR 3,(AOqJJ}}i 1.242023 033000 Mix Deng- Lyys� Id Slone Cnncrtte tar Dulled Shall LlahhnP aid TnRc Slcoal }'mind..-, Cd51DF0t-A 4i0(Imi Cniicrcle f HES Pan AAQQ 9'12022 033000 MI. Me n Merlin Manelb FL2132214 3.000 psi Concrck for Sidewalk &k.mps 9'9202_' 03 3000 MIx Denan Martin Manelb D94905C 3,W0yy}i Concrete for Sidewalk. & Ramps 9 920E 03 3000 h6x Doman hLrhn M:n:. R2131114 3.00d pu Cmlc for Srd:waiks & Ramps 9 920L^ 0130 W hhx Doman Martin Manetb R2131.314.1." psi Cuncrcle or Sidewalks & Ramps 99202'_ 11100 Ma Deaign hLNn Mancha R2136014 3,0a1g}I lnncrele f r Sid<nalk A Ramm 9 9 2022 03 30 W Mrx Des1¢n M. In Manclla R213621d 3,U01f psi Concrete fw Sidewalla & Ramps 9'1 21" 03 30 W Ma Uc.Ig. Manin Man.". R214122d O lNx1 pa�Cnn.rek fn Sidewalk & Raisgis 992121 O3 30 W Mix Dunn Manm Man.u. R3141024 4 NM D„ Concrck far Sidewalk. & Rp 9 9 2022 01 30 W Mix Design Mani. Manche R2136224 3.6W pm Concrete for Curb Inlcls 992022 03 ?0 W Mix Deaian Marlin M...it. R2141233 3.600 Q� Concrete fir Storm Structurc.. New Blocking & Encartmcnl 99 2022 03 30 W Mix Dcmgn M. tin Monello FLOW25A 50 pyal C.ncrete los Ffwable Fdl CLSM 9 9'2022 03 30 W Mix Design Manm M.-Il. R2142233 3.G1R1 pm Cunertte tier MmtM+Ica. Ldeb & Fleedxalb 9.92022 03 30 NI Mrx Des n Mahn M... ft. R2146333 3.6W MI Cuncrcle to ManM+Ies, lnleia & teadwalls. Concrete Ene..c of 9 92022 03 30 W Mn Dolan Manin Manes. R21412304,W0 Pm Concrete for Manholes. Inlcls & Headwall., V.h. Pads V92022 0330 U11 Mix Den¢- Marion Muicna R2rW354.Mir .: Cwscrete for Manhole..Ink. &Fk.dw.11s, Vela. Pads V 9 2022 03 30 W M . Design. Mersin Marlene R2146335 4.5W m1 Comm. for Hod Placed Pasina, Mkb. Sturm Dann Structure. 11 2 2022 32 13 13 Mu Dea1¢n Manin Ma..na (� 141N27 4.U(w mi Cuncrcle fn MacMne Placed �P e 11 2 2022 32 13 13 Mix Doman Manin Mane. 141 K304.Ipw pal Concrete le, M.chi Placed Parana 11 22022 32 li 13 Mix Design Marlin M.nen. 146N36 4.51.1 Pal Concrete for Hand Placed Panne 11152022 331313 Mx Dem¢s Manin Nb.'u. R2146K364,5W po C'onc... l'ur Hand Placed Pawn¢ 11 15 2022 34 13 13 Mn Doman Manm Mancha R2146P364,SW i Concrete for Hand PI ... d P.—P 11 22022 32 13 13 Mix Demon Minn. M.n.b R2146K36 4.SW pii Concrete for Itd Planed Penq $1... 11220 32 13 13 hLz Doman M.nm M.-Its R2146N35' 6 11 avck. 4,5W yyes oncost: for Hand Panne. Inlets, Manholes. Headwalls 11 2 2022 11 22022 l2 13 13 32 13 13 Nitta Demon Mrx Manm M.—Its R2146K344.000pp.ai Concrck C Inkb. M.nbnks, Headwal is I l 22022 32131? Deai¢n h6x Zen Manm ha-ha Muhn MNnclb R214IN24 4,OOIf pai Cosines" for Sidewalk. and Ram} R214 IK24 4,M[I par Corte— fm Junction Bozos, sidewalk and Ramp, 9 9 2022 03 30 W hbx Design M..n M.nV. R214603a 4,500 psi C.mr.. for Intel,. Storm Orion Slsackres 992. 0330W Me Dal¢- Martin hlanctb R21460364,500 pm Co..,, for lbrd Placed P.nna. Inlets 992022 0?3000 Me Demon Manm Manetta R21460424,5W Pan C.mrc.e for Hod Placed Pena 992022 03 30 00 Mix Deg. M. in Mancha R2146242 4,500 Pa. C'iner.le for Hand Placed Paving 99,022 03 3000 I.La Ueai Manm Monett. R2146236 4,500 p a Concrete for Hand P1.ccd Passes¢ 992022 Oi 3000 Ma Uenpn Msmn Monett. D9493SC 42y.,. Concrete for Fland Placed Pen np 9',.2 03. W Mix Desion M. In M.neue R2147241 4.505�yJI Concrete for lbnd PI ... it P.nng 4 12023 32 1321 Mix LJ . M. In M.rktte R21 MNI4 5 D11 Hacks 3 M0 pin ennerele for Sidewalk 4. 12M_3 03 i0 W M+x De.1a. M, in M... it, R11d6P33 6 01 Neck 4,r10(1 a na- fnr Mills, Deck 4 1 2(123 03 30 IN Mix Design Martin M.ncll. R21d6033 4,O Concrete Ar Ripraq 472023 321320 Mix D.:Pet Manin M.nene r R2136K147.1101f pm toner.. fnr sidewalW.od ra+�r 4 721123 32 13 13 Abx Dunn Martin Manche R216IK7U 411(w NN f3lxgl yDes o 24 het 16rz 1@S P. v+eta 4'12023 03 30 0(1 Mn Desi¢I Manm Mancha 310IJ3P 3,6(Xt�mp`'oncrstclwiReblmna Walls 5222023 32 13 13 hbN Design Mersin Morena R211GKi7 6 �....ck 4,5M I Co.,- for I I d PI ... d P.—P 4'12023 0330M Mix Design MartinMancha R214103040)(1 pn Cuncr.�r Riprap CITY OF FORT WORTH TRANSPORTATION/PUBLIC N ORICS DEPARTMENT STANDARD PRODUCTS LIST AS OF BS/16J2024 5 3/2023 03 30 (o Mix D—an Manm MancHas M7942-IA44,000 pn Concrete far Bndpe Deck 612D23 32 13 20 Mix Ikann North Mancha R2136R20 3,0110g s. C.ncrcle for S.dnnika and Ramp. 6'112023 32 73 20 Mix Dutgn Mani. MarrcO. R2136N20 3.0( �9n Course far Sidewalk. mJ 11 61272023 033000 Mix Design Lin m setts UN46N41 644so,k, 3,600 p a Cmcrck for L` S6f. Li htmq and Tn lfic Signal Fina dau.na N27.2023 03 3U al Miz Ikarpn Mo., Mmctt. U2146K45' 665 tick. 3.600 p.. Cmcrck for Zld Sh.tta L t. d Tafic Sipnal Fovnd.a.n. 642023 03 3100 Mix Darp. Munn Mon.1to U2M6R41 644 sock. 4.500 pin Cmcrck fur Dnlled Pie.a L)h Pnle�ae. IIA202} 0330 a1 Mix Des.pn M.nm Mamas R2136R14 500sock. 3,500mu C.n..lc Wr S.J..alk, and Ramps 4 923 32 13 20 Mix D. M. in Monrno R2141R24 5 53 4.(xxr pa. C.nnue fin J-dmu 11— Box Cuhxn. Sdcwalka and Ramp. R 4 2023 03 30 al Mix Dentin Mersin Mon'", R2146R35: 6 I1 450Da. Concrete 6n hJca. Manhula, aid IicaJualb It 11123 32 13 13 ,.30 2023 ul 30 W Ma Dcn4n Mix Dn10.n Mersin Mash. Main R2146R36 6 17 4.500(n C..... fur Fond Plsad P- ZHe.d.ills 42023 321313 Mix Dcs.gn Man— M. Man... R2141 R30 5 95 SK 4IbU pQn C.n.rcte Inc B.. Cut,., 02141 RV 569 4.0 C.ncrcle 1121sR23 0330 f10 Mix Dentin in Main Manic". socks pn far Machmc Placd Phi^�(g R2146R33 GUI Ssok, 4.WUpn Concrete Mix far CUP Sc.. M¢nhula 1I 202U23 03 3000 Mix lesion ht,in Mencun R2146K33601 Sack, 4,IXX(pal Concrcm MalorC�Sewsr Manhuin 12 222(.23 32 13 13 Mix Des.pn Main Mancn. R2146R441660 Sacks 4.50( Cuncr.Jc Mix fr 14nd PI...d Pann¢ 12 22.2023 12 13 13 Mix Dcn¢n Munn Man.tt. R2146K44 6 60 Sacks 4,5 at C'u.urue Mix far Hand Plaud Penn¢ 992022 321320 Mix Dcv¢n NCS Red. Mix NCS5020A3a10 pn C.narcle Mix fur Curb& Outler. Dnaxwaaa, Sidewalks 4 •r 2022 03 30 00 Mix Dni¢n N13R Rad) Mix TX C-YY 3000 car Concrcm Mix f Curb Inlcla —20 9 2022 03 30 00 Mrs Dca¢n NBR Real) Mix TX C4VY 3000 C-mcrck Mix for Curb Inlcts 9 122 03 30 00 Mix Ikaipn NBR Ruaf) Mr. CLS PI-YY, 6 00 Socks 4,000 Wi Cim Is f C'.Ilus. Mmh.lu, Bnx C al- 10 4 2023 0} .1 W Miz Ikn¢n N13R R. Mix CIS A-YY 15 OD Sacks 3.000 p.r C'mcrcte for Sidewalk, A Ramp., and C-urh & Gutkr 104 2023 033000 00 Mrx Deaign NBR Radr Mix CLS A -NY, 5 00 Sacks 3.000pti Concrcm for Sidewalks & Raw. ad Curb & Goner 1042023 32 13 13 M.x D..qn NBR Radv Mix TX C SF-YY 5 50 Sock. 3.611b p.. Cmcr- far Mach— PI d Penn. 104202 0 4 2023 32 13 1} Ma Dentin NBR Rudv Mrx TX C SF -NY 5 50 S". 3,600p". L'w.crcle f r Machmc Placed Paaxnu 10420 23 72 17 13 Ma Dea.un NBR Rudv Mix CIS P2-YY 16 50 Socks 4,501f par C'.ncrem for Hand Placed Pamirs, I U 4 2023 12 13 13 Miz Iknpn NBR Rudv Ma CLS P2-NY 6 5O Saks 4.500 no, Can— for Hand Placd Pannp 1114 2021 03 34 13 Miz Ueaign NBR Rudv Mix FTW FLOW F5L1, 150R! crek for Fl.wablc 4 15 2024 03 30 00 Mix D iai n NBR Readv Mix TX S-NY 5 50 Socks ddl0pn Concrete Ma for Clue S Slab Pavin0. - N. Flv Ash 4 15 2U24 01 301N1 Mix Ikn¢n N6R itMix TX S-YY 4 50 Sacks 400Omt C,m—l. M.x far Clw S Sl.b 1.wnq 104 2023 32 13 20 Ma Dcnpn NBR Rcdv Ma TX E-NY 470 Sacks 111011pn Concrete f Sidewalk,. Thrust. Curbs. C� 4 I5 2i124 03 30 M Mix Da.0.n NBR Rcad, Mix F0020022 2 5 Sack, 150pn Concrete for Firm Fill 7 10 2023 03 111111 Miz Ucs.n¢ 01 r. 30A5OMR 5 SK 3,0n0 ins C..uel. for Sidewalk. 7i 102023 32 13 13 Ma Dcs.gn ('bum 45A6OMR 6 SK 4,Sm via Cm.crele fnr Fond Placed Pannp 124 2023 033000 I24 2023 03 30 DO Mix Di npn Mix lks.¢n Re J Rd. Mix Ra14�� Red. Mrx RRM6320AHP 45M V. Custom fw Hand Place) P .. RRM5525A C I IA 2U23 03 30 al M.x IksiRll Rapid Red. Mix .ncrtte fix Valln G.— S.dcwxlka. Appnwcha ADA Ramp. 36OV4T RRM6020ASS 41k10 v#, Cancrek lur Snum Dn.n Structures 1 IS 2U23 U3 301. 110..2021 U3 3000 Mrx Ms.s, Mix [kai¢n Ral�rf RWi hhx R{�Id Rcdi Mix RRM5320A 30a.y,. C'.nerete I,r Bluck.9/ RRM502oA 3aR/pn C.ncrem fur Curb. Duner, Unaewns. S.Jrn¢Ik. Ramns 9 9 2022 U3 30 00 9 9 2022 03 30 m Ma Dentin Mix Dentin Red. -Mix Rcd.-Mix DCA2E554 3aqqt C'.ncrele Mix fa Rip P, VOJI 1524 3000 p.l t'.merue Mrs f.r Curb & uuner 992022 033413 Mix Dewan Red.-Mrx FOC 10021215 Ps. Fl.wablc Fill -C'LSM 99 2022 03 3000 Mrs Den.gn Redi-Mix 10J11524 3000um C'mcrcte M.x f r Dnvcwa))s, Sidrnalk,, ADA Ramm 192022 03 3D 00 Mix Oca.an Red.-M..x I011 1504 3000 Concrete Mrs fur Sd.walka 9 92022 01 3000 Mix Dentin Redi-Mrs IOLI 504 G 00 Socks 4.000 pu C'mi—lc Mix for Sidewalks, Curb & Goner. Scucr Manhole. inlets. A Jmuumi Bexn 9'92022 03 30 00 Mrx Denpn Rc .-Mrs IOLI1524 6 00 Saks d,lg0 psi C-mae.c Mix Manhdn, Inlek, Junclinn Brun, HcaJwalls 9'9 2022 03 30 00 Mix Iknpn Rcd.-hLx I R311524 350D p.. C...erele M., far Thnnl Blacks, Valax Pda 112112.22 0} 3000 Mrx Desi an Rcd.-Mix 10I215244" p.. Cmcrck M., fnr M.nhnln 9V 2022 031001 Miz Dentin Rcd.-Mrs 156115244000 JimCan,mu, Mix f«C'ul-in-flax Shmm Drum Slructurn 99202, 0., 3000 Mrx Dentin Rcd.-Mrs 10I.115FA 3600 par Cmi—l. Mix On, Bndpe a.hmm,tunc, 992022 031001 Mrx lkn¢n Rcd.-Mrs 116115D74000 par Bnd{{f51aM 99'20Z2 031413 Mix Dann Rd. -Mix F35238VN 1_ .Plowable F.II-C'LSM 9'94022 031413 Mrx Ikm¢n Rcd.-Mrs FOD138VM I06 pn Floxablc Fdl -C'ISM 992022 03 34 13 Mix lean Red.-M.x 10711554 3000 y;t. L'.ireie Mix for R' - 9'92022 033000 Mrs lJeuan Rcd.-M.x P0O13,K91Dal PP Cnncrele M.z fnr Trench Rf7jn Bae<Mumd 9'92022 03 30 OO Ma Ocngn Redo-M.x ]OKI1524 3600 pn Conerele Mrs fnr Fncaumenl 992D22 03 30 al Mix Dentin Rcd.-Mix IONI 1507 4500 riai (26.p run d 24 hra I C.nnete Mix fnr HES Pawn, 99'2022 03 30 al Mrs D.: Rd. -Mix IUN11504 5000 psi (]G10 vf, d 2 d... ) Cnncrele Mix far IMS Pann, 992022 033000 Mrs lesion Rd,-M. x SOK I1524 3. psi Cn.... c Mix lur Machmc Placed P..a.1 9'92022 03 30 DO M.x Dann Rd -Mix IOMI I5D4 45M psi Cmcrete Mix far Hand 11.cd P—mit. L- Dr... Struclu.a 9 •J 2022 03 30 al Mix Des.pn Rd. -Mix IOMI 1524 45 W Jar Cnnc..te Mrx fnr Hand Plecd Paaana 9 9 2022 03 30 DO Mix D..¢n Rdi-Mix IOM11504 45 W pa C.... d, M.x fur F4nJ Placd Pnsnp 9 9 2U22 03 30 UO Mix D—gn Rd,-hbx 145CDSP4 4500 psi CuncMe Mix Im Fond Placed Pnm,, Sl..m I'nn Slruuurn 1 12 2n22 03 30 00 Mix Iks.an Rd. -Mix 145P25P4 ""Oo C-1, fur S1m Dam Slruclurca 12 5 21122 3300 Ma Main Rcd.-Ma ]OKI15C4 35a(ca Cmcrctc lift Thrurt Blocks. Valax Pada 12 5 2U22 013011 Mrs Dcnpn Rcd.-Mrs 156115C4 4ai0 pp. C...cale fur COP Sturm Imam Slrucmrcs 12 5 2U22 033000 Ma M: n Rcd.-Mix I0L1ISC4 36W wr Cmcrete f r Manhutc, Inlet luricuun Bux, HeaJwall 5 IS 2021 03 30 DO Ma I)"'- Rd.-M,, ,OL115D5 3600 jf Cuncrac tin Dnlld Sh.Hx L.¢h6rr�B.id ire0ic Sipnal Fwndau.ns S IS'M23 .13000 Mix lkntin Rcd.-Mix IDNI 15D6 Slum Usplacement Shots. Iind'tin rDnlld.hots 9'9'2022 03.14 13 Mix De...a SI M C'.ncrete 30000 3,000�Ps C'aner.le fnr Sidewalk, and Ramp�,curb & Honer 9e92022 033413 Ma Dentin SRM Concrcm ,001(, 400504rCan—, fnr Hadwalls. Ren.mna Wall, Cullom 9/92022 01 30 W Mrx [Jerson SRM Concrete 35023 3,6011 par Ca.icate in, Machin. Placed Pa...9r9'2022 03 30 00 Mrx D..... SRM Cmcrete .. 1.600 Va. Cmercte f r Machmc Placed Pain¢ CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 0S/16/2024 992022 (13 30(ill M,x Oc.mn SRM Concrete 45300 4.500 1 C-erc for Nand Plued Paxng 9,92022 03 10 (ro M,x Den.n SRM Concrete 450004.50713, Concrelc far hand Placed Pain 11 AIW 13 992022 992022 03 30 (x) 03 30IX) M,x Des:pn M:x Denpn SRM Concrctc SRM Cnncre:< 40326 43M d d, ) QQc, Cu f r 11 P.x�1 35022 I,WO.I Cmlertm fm Juncnon Box. Refm,n¢ WW. 992022 03 30 W Mn Des.pn SRM Cnncrele 300503,OW Pu C..n.Ic for S.deu.lk.. R. . bdeta. Junebon Brun. Thrust Blrcks. Curb and Gutler. iMvcw.y.. Barncr Ramr' 2: 102023 03 30 W Ma Dnlpn SRM Csmc,etc 50310 5,000 qs, Cnurcle for DffS PaxR� 113 2023 32 i3 13 M,x De.ipn SRM CmscMe 050234,500., Concrete far lfnd PIS ed Pnlnp 4 1 2024 03 311IX) M,x Denpn SRM Cnncrele 9064NpAI Cmmrele fm Flu blc Fill 14 1 2024 03 3(I W Mrx Design SRM C Inc to 904 150P0 Cnncrele for CLSM Trench Rem,, I4 12V24 Ul 30 W M,x Dea,pn SRM Cnncrele 9111 I SVa,qp. Concrete for CLSM 14 12V2q Ul 30 W Mix Design SRM Concrelc 43n5045 //, C9urete IS52023 0730W MixDn:gn SRMCnnacic DI0IXroR59�iCB4.IXxs.,Concrttel'or&In�ysccpglwchSlab.DeckSl.b w 1v v 2022 03 30 W Mrx De: n Tamm Concrete FW60AHP 45(w yn Cnncrele Mn for FLIM P( J .. 1V H 2022 03 30 W M,x Design Tm m Concrctc FINW10AHP 45(k1pr1 Concrelc Mix fr Ihnd Placed Paxng 2022 Iv 12" 03 30 W Mix Devpn T.n.n: Cne"Ic TCFW W2VAFID 4i'(x) vv Concrcle Mrx lo, Ihnd Placed Pannp Iv V2022 0330W Mix De en Tamanl Concrctc FW7520AMR45W(31/00.I¢ 3d... )¢yyC� cIcIFSPomp 19 V 2022 03 3U W MI z D eslgn T.n.t Concrtte FW6520AMR 45W (3000 .. d` 3dn.) yin }DE-S P. ing 1112021 13.1011 W Mrx Dcsmn T.nan1 Concrete FW'5520AMP 3600 Concrete fur MinePlu d Paxng IH v 2022 03 30 W b6x D.:.n T.—, Concrtte rPx FW3320A 1000}0 L' cycle Mix frc BlnArnp 1992022 033413 MIx D..pn Tarrant Concrctc FWFFI SOCLSM 50-ISO,, Flouable Flll-CLSM Iv "1 i022 03 34 13 Mix D.:.. Torten, L'oncrele FWFF275 SNI50 Pn Fln ,ble Fill -C•L9M 19'Y2022 013111 Mix Des:pn Ta-1 C'onerele FW6020A2 4000n C9l,crcle Mn fm Storm Drnn Slmcmrc. 11010.2022033000 MIx Des,gn T.—C...,.,. TCFW60201A241f11111¢�`(:od,MCor M.nhnles 10 I02022 033000 MID.µn Tamnl C'onacic TCFW5020A ?L pnlLon icln, Sldcwalka 19 9 2022 03 30 00 M:x D.mn Tan.nt Concrelc F W5025A 30W qpr L`ancrtic M e for Curh A Gulmr. Dmxn . Sld...ILI. ADA Ram. :992022 Oi 30 W MIx D. xn Than Rudy Mix 3020AE 3000 PPsi L'ona- for Sldcw.Ib 19 92022 .310 W Mix Icclan To , Concrctc CP5020A iWd qqu Cmicrcle Mn, for Curb and (fuller 19'21122 011001 W Mn' D- T— I Concrete F1V3525A2 36IXI q Cnnacic Mn for S,dcw.lks. Dnsx APpm.che., ADA Rune 19'92V22 U.i io W MIx te.:pn T.- Rudy MIx TRG520 4300 D I Lnncrcre fnr Di.nd Placed Pining 1992022 n3 i0 W MIx D.mn Tmc Gnt Red. MIx 025023D 3(i()0 C9ncrae Mix for Fhhnk. Curb & Gutler, DA.vcu.yx, S,dewdk.. ADA Rxmp. 19/92022 W 30 W M:x Denpn Tme lint Red: M:x 2711230 50T yy��1 Concrete fnr Ihnd Placed P.x %I�� 19 9 2022 O3 30 W Mm Da:Rn T. On l Red. Mm 0250 2301 3,16f1 gu z n I M,x fnr Curb & Guiler. Dnvcw.n. Sidewalk.. ADA Ramps 19 9 2022 03 30 W M:x D . n True Gnt Red, M,x 02602302 40IX) .. Cnncrcte Mix tin Mahme Plucd P. imi 992022 92022 03 30 W MIx DX :pn Tme Gnl Red: Mix 1,255 2301 36W .: Concrtte Mn 1br M.N. Placed Pn x V 9 2022 03 3. (µI M,x Des ,R,i True 0n1 Red. Mix 02W 23U1 45M q, Concrtte MIx fee Hand Placed P ...^� 1192022 03 30 W Mix Denpn True Gnt Red. M,x 0265 2701 45 W �P CoMrete Me for Wile, Gutter. Ji. P.nex 11 302023 32 13 13 Mn Design Wilduna Red-M,x 3620A1 6 W S.cks 3 6IXl., C..,.,. Mn fur Muhme Placed Palm, 1.2. i2n 2.23 72 13 t3 M:x.... Wdduna Rol -M,x 4520A1 6 50 Sub d,SW .i Cuurcle M,x lur Hand Flaccd H ng 1120 2023 UJ 30 W Mn, De>t¢n Wdduna Redrh6x 3020A1' S W Sub J,fKK: rglCone:<ic Mn 1ur S,dex.lb and Isle. 4 1 2024 033000 Mix Design W:Id.na Red.-M.z 317 Suks 36W L ncr<tc Mn tur Found.th. Siena 113(12023 03 30 W MIx Des.gn Wdd.na Red -Mix 4020A1. 6 W Sub 4,0� :Concrctc Mn tur S.de-lb and Inlet Y 9 2022 03 30 W M:x Des,¢n W sic Rc,, Mix 3679 36W m. Cuncrte M,x r r L,¢hOnp aml iretRc Slen.I Fwndal.nna ill Rvi9 II 992022 2 I6 Mn Des.¢n 'Ausnn A3r�411 FT5D137965 PG64.22 T—D F,ne Surf¢ 992U22 992022 32 12 16 32 Mix D.,Rn Mix De.,µn A-m A. h DA5D135965 !'GGa22 i333��D F"Surf FTSBI17963 992022 321216 M,x Da.µn Au.hn As,�.ell Minn Akn PG64-22Tvec Flee Bue FTIBI39965 P661-22 WsB Fine B.m 992022 5I207A ?21216 ?21216 ALx Dea,Rn Mn Dcs.pn Austin Aslj;Q Rcsndd.As FTIBI172 PG6p•22 T3�B F,ne Box l,pll 340.D1i-B P(N.4.22 T)}P�5BBue C'ouru 992022 ?21216 MIx D.ipn Rnnolds As�al1 IWID PCKA•22 Tv3ie DFmc Surf« 992022 321216 Mn Dn,an Rnnolds A.�,alt 1112B PIX.4-32 T)''O1�,�B, Fine Bau 992022 321216 M,x Denpn Rnnolds AaT.11 1612E PCKa-22 TZ Fine B.. 112D2023 32 12 16 Ma Denµn Reynolds A��f-.11 2101 D PG64.2 TyyRR�� D F... Surf 9'12022 32 12 16 Mn Des,pn Sunm¢unt I3.xng 341DV6422 PG6422 T l D Fine Surhe, 11 262022 32 12 16 Mrs Dcnpn Sunmount N 340DV&422 PG64.23 Ty_o%�Fmc Surha 12 52022 33 12 16 Mix Desmn Surmount Porn¢ 3076BV6422 PG62-22 Ty B Fine IA.. 9 9 2022 32 12 16 M.x Ohnpn Sun— Pexng 341-BRAP6422ERG IA;64-?4 Tyre B Fine Base 9 9 2022 .1 12 16 M:x [en¢n TXBIT 37.211305.20 PG(-22 Ty yB F,nc Bau 9 9 2022 32 12 16 Mlx Ienpn TXBIT 44-21I305.17 PG64.22 Tspc 73 F:ne Bau 9 202v_ 9920 32 12 16 M,x Design TXBIT 211305 0757) PG64-'_2 ?jj B F,ne Base 9'J 2n22 i21216 M,x Design TXBR 2224751i837)PGW--22 TYv(D Fine Surfce 992022 321216 MIx Design TXB1T 29-222475-19 PG64-22Ty-yF F:ne Surf 99 2022 32 12 16 M. D ..... TXBO 1.222475.20 PG64-22 7v3 Fme Surf cc 992022 321216 Mix Desnin TXBIT 64-224125-IS PG70-22 Tvee D F.ne Surfce 992.22 32 12 I6 M.x Denpn TXBI1 12-222473-19 PG64-22 Type D F:nc Surface 4 1 2024 �2 12 16 k. Dc'ss i.ZT iN MACSP-D 70-22XR SAC A43 T— D Fine Sulk, D. 1" M( Sur>♦ `992V22 321320 UWS-Pavers Rnc Ffll Bnck jWmnun We -NC) Tacllle Pons 992022 321320 DWS - Paver Wencm Bnckl'.(Fbwalon. TXl DetM.ble Wemm¢Pnen 992022 321320 DWS-C.n we Enpnecrd Pl....Llc (Wdh.m.xlic. Armor Tnc 992022 32 13 20 DWS-C9mp9.,Ie ADA Sdubo. lWdimnplon. MA) FkntV Bnck CIP Cumw.ne Piin 472023 321320 DWS - Pavers ADA S.W.-s(Wdmngt9n. MA) Detectable Wanun¢ Poe. FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC %%ORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF OS/16/2024 1 501cnne Joint Sealant 32 13 73 Jmnl S.ilant Dou' ADDQQh<d, & Ic C'omponenl, Sdtcone lolnl Suhn1 ASTM U5891 9'92022 32 I.i 73 Jmnt Scahnt Trcmco 9005E-Cold App)Itd. Smq c Cpma,,,cn1. Slhc.nt lolnt Sahn1 ASTM D5891 1919-2022 9%97022 12 13 73 lolnt Sulanl Pews JISKJIL-Cold 3005E •CMd ADDhcd. Sl a Co.Qn ,ol, Slhconc lianl Swlsnl ASTM D5893 992022 i21i7i 1: Sealant CIw RudSn+cr Slheone-CMd vp1.,nongle Comwnenl. Silicone Jolnl S.M.., ASTM U589t UtU Tmwh Embedment Sam1 9'97022 119:2022 31 U510 Sand SII�er Crook Metcrlda hn'Embedmcnt SandASiMC3J99:7022 ?3 05 10 bcdrncnl Sand C—,h Matenah Un N Embedment Sand ASTM C339'92D22 1.i OS 10 EWdment bcdtnem Sand F and L Un Movers 1140ry Embedment Send �'U'"hhtv ASTM C33919'2M-2 33p5 10 bcdmcnlSand F and L Urt Mnven IlhbrvEmbedmentSand gSTM CI; 33051d bedment Sand Tut To, Martin Mand. Embedment Sand ASTM C33 Sloan Sewer- 84,thMu a 8aaallrargea a Co 'Standard ]kiO3.13 9282018 3}11511 MvMlc Fr_a al C". A..ul'aatlO j In u,mDam�.LTDj MHRC-22WA5fSIa-••24-Ual ASTM MSAASHTOM306 9'_8 2.1. ?J U5 13 Manhole Cmxr Nccnah Fnundn' NF-:2]4191 ISta- 32' Uta) ASTM A49 AASHTOM306 91 2078 33 US 13 Mwhnlc Frames and Covxn Nunah Fnundn' NF-1743-LM (FhnAed)(SIa • 32' Uq) ASTM Ade MSHfO bOW 9 28. 2019 3305 13 Mwhnle Fnmc Nccnah Foundry NF-1930-10 (St. - 32 25- Ua) ASTM Ade AASHTO M306 9782018 130513 Mwholc Frwm,and Coven N—.h Foundry R-1743•HV(So.-32-Dia) A57M A48 MSHTO 6D06 43:2019 330513 Menholc Franc, and Cu1v SIP htdustnc,-- 2279ST1SIa-24'Ur) ASTMAd9AASHTOM306 4:32 19 330513 Menholc Franca, andC"on' SIP htd.wn - 2280ST (Size-32-Ua) ASTM A AASHTOM306 11)9,2120 330513 M.,ih.k Frameswd Curer, EJ( Nm 11,' En Jordan Iran Wnrka) EJI033 ZZA(Sve-3225-Dta.` ASTM A536 MSHCU M306 ••.3'aat AY newhMgwwnran/ne.rvura8amm oranhde 4 A. laalwae ngnimam l9�nd upcnerRrryavmteva 9-16othr SPs(r— 11,1imn9 d nnwx. Storm Sewer- hlet a S'__ 7J•IM-IS 11) 1202. 314121 Cl IMe. Funeme FRT1:h,3405-PRECAST••(Sta- 1a X 3''II ASTM C913 11) It 2020 33 49 2O Cmb [old, Funmra FRT-111x341)1PRECAST•• (Sea- IO' X 31 ASTM C9l3 IU 82020 334920 Curb Inle. Funcma FRT-I(M45-tU7-PRECAST`•(Sys-IVX451 ASTM C913 IU 8 2U20 33 49 20 Curb lnleb F.ncma FRT-H xil 420-PRECAST•• (Sla - IO X 4 31 ASTM C913 IID 12020 33392U Mmhuie Funeme FRT4X1-009-PRECAST-TOP (Svc-4'X4') ASTMC91I I II)R.2U20 133920 Manhole Funeme FRT4X4409-PRECAST•BASE S,a-4'X4') ASTM C913 II082020 333920 Manlwle Funeme FRT-5X5-010-PREC'A5T•TOP�ve-5'X Sy ASTM C913 II082020 133920 Manhole Fnncma FRT-5X5410-PRECAST-BASE(Sve-5'X5) ASTM C913 111182020 333920 Mathplc Fan FRT6X6411-PRECAST-TOP IS--6 X0 ASTM C913 I I0 x 2020 133920 Manhole Fun— FRT6X6-011-PRECAST-BASE(Sve-&M ASTM C913 I? 192021 334920 Curh Inlc. Th__Plp, ti,nup TPG-IOX3-0OS•PRECASTINLET••f5,a-10'X31 ASTM615 I? I5 2021 33 49 20 Curh Jnld, Th.--n P:. (h.., Tw.I5X.i-4o5-PRECAST INLET•• B,a - I S' X 11 AS 615 I? 192021 334920 Curb Inle. Thpn,pwm PIK Coup 1PO.20X3.405•PREC•ASTINLEf••(Sltt• 20'X 71 AS 615 1? 192021 333920 Manhole ThooT' gPlro Coup TPO4X4409-PRECAST TOP(Sim-1'X41 ASTM 615 13192021 JJ 3920 Mwholc Th.—ii ho,Gouv TPG4X4409.PREC'AST 13ASE(Sla-4'X4 AS 615 11112021 33;920 Manhole ThnmDenn Ra Group TPGAX4412-PRECAST 4-FT RISER(Sta-4'X4) ASTM 615 I?.192021 J3392U Menholc Thompenn Pne Grauv TPO-SX5410-PRECAST TOP(Sla-5'X 51 ASTM 615 ?1'2021 133920 Manholt Thnm,,.n PS5gqet Orouv TPG-SXS-0I0.PRECAST BASE 151xe-5'X51 ASTM 615 11 19 2021 13 39 20 Manhole Thomvwn } Ipe (hvup TPGZX5412-PRECAST 5-FT RISER (Sia - 5' X 51 ASTM 615 13 19 2.3 3,9 20 Manhole Thompw. p p Or.., TP( Xb411•PRECAST TOP IS, & X 61 ASTM 615 13192021 313920 Man Thpmpwn Prpc ciroun Tp..6X6411-PRECAST BASE (SIa•6'X 6) ASTM 615 ?I92p21 t33920 Manhoe 1'�,amnanlln`rauD TPOLXb-•112-PRECAST 6-FT RISER (S,a-6'X6) ASTM 615 13192n21 333920 Manhole Thomuaou PlDc (.n,uD iPd7X7411-PRECAST TOP(.I,--TX71 ASTM 615 13 19 2021 33 3920 MmhMe I .'a- P,pe 8Foul, TP67X741 I-PRECA.9T BASE (S,a • T X 71 ASTM 615 131, 2021 33392U Manhole (ifi, mn„mi�� rouD TPC7X74"PRECAST 4-FT RISER (S--TX T) ASiM 615 13192031 33392U Menhoie Thomwon7_Zun TP68X841 I -PRECAST TGP(Sve-1rx81 AS 615 13192021 333920 Manholt Thumwun Pme Group TPO•eX8411-PRECASTBASE(Sla-e'X81 ASTM615 13197U21 33392U Mrnhole Thompson PllC Oroun TPGAX8412-PRECASTS-FT RISER(Sim-VX 81 AS 615 131V 2021 334920 111, let Th.to wn P:� Emup TP04X44(1&PRECAST INLET (Sta-4'X 4) ASTM 615 1319.21 33492: Drop Inlet lh—.n Pf, Oruuv TPO5X54U&PRECASTINLET(Sta-5'XS') ASTM 615 311'021 314920 Drag Inlet T�ff�� ,IrN Zola TPG-6X6-4U&PRECAST INLET (St.-6X 61 ASTM 615 R 2R. 2023 33 49 10 Manhole (NdmOc Preu,t 4' x 4' Slaked Manhole (Sys • 4' X 41 ASTM C478 828.2023 334910 Manhole Old-0, Prcearl 5'%A'Sto,m Jua0on Box fSta-5'X A) AS C478 R 2R.2D23 334910 Manhole Oldwde Prceasl4'x4'S1orm Junction Bax fSZ 4'X41 ASTM C478 S 2S. 2023 334910 Mwholc Oldus0e P,eun S' x 5' Storm lunch on Box (Sia-5'X 5) ASTM C479 S. 3.2023 334910 Manhole Oldcaalle Rwn6'x 6'Sto. lunchon Box IS, a-GX61 ASTM C47R 8.2A 2023 33 49 10 Manhole Uldculle P,eu 18' x 8' Storm Junchnn Box Baa fSlze - e' X 81 AS C478 R 282023 I34910 Manhole Oldus(le Preusl 5'x 8'Sl9rm Juce0on Box Bsu lSta-5'X 81 ASTM C478 x.282023 J34910 Menholc Rmkcr Malenah Rcmlbrced48"Uameter Spread Faxing Manhole(Sra-4'X41 ASTM C433 9282023 333920 Curb lnlc110k 3'Ihar Thomnsnn Pjl,e ciroun InlelRar/1la-3 F'n ASTM C913-16 $ 28 2023 33 39 20 Curh inlet 15 k 3' R,ur Thompson P�1 Groun Inlet Rlar (Stu • 3 FT) ASTM C913-16 878.7023 333920 Curb 1.1,1201. 3'R,ar Thn^�Q£on/''a Omy Ini,t Rtar(Sla-3 FT) ASTM C913•I6 1122024 334920 ()jpp lnlel A nTnc Plpe APr�U." Ihoal lle (4'X 4) ASTMC913 1127024 ?34920 �fj�,ppll Nlet Amm Tcx Plpc aPrMuct, rin11e 15'X 51 ASTM C913 1192024 1?4121 Menholc Amen Tex Pla&Prod uc. Rmul 4W Slnrm luauon Box AS C913 1192U74 314920 Manhoe Amen Tu Plpe&Produc. Praa15k5'Sm,m Jurullon Box ASTM C9I3 1 192024 334 20 Manhoe AmwTcx P:. &Prod... 5' Precast Taoul: ME (4' MH on Ow lop a15' JB) ASTM C913 - - — 1 19 2024 33 49 20 Manhole A:.Tex Pme &Pod-1, P c 16%6' Stnrm Jmwimn Bax ASTM C913 1192024 334920 Manhole AmenTtx P:n,&Pod ucta 6'Precast Tmnlhon ME (4- MH an the, up nl'6'.IB) ASTM C913 1 IV 2(124 334 20 Manhole AmenTtx P p &Pnducb Pot 1IV A' Smmt Juneu.n Box ASTM C913 1 19P124 33492U 1 2U24 33 49 2(1 Menhule Madolc AmenTex PID`&Pridu<b AmcnTa &I'niJa. 8'Praen Tuuthon MH(4'MH on the t°Q IA'1B) ).BI ASTM C913 5'•.3'ngt Prc�w—arc •PI _f_ae• Rt I("'m n Erbeaoumrc(dvw ..Crn[e flz nvm i,ve C Storm Ihun Manhdc on Bux 14' an the In f RCB ^f*e_rrt ... awanpYae .'1'a eragen„✓A. �6e d'a,M ASTM C911 CITY OF FORT WORTH TRANSPORTATIOWPUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF OI/16/2024 I Storm Saver-f)/y�e(&Roan 3}95-13 I4'12021 334113 St—Urwn PNa Adcxaed Dra—Sl—I-(ADS) ADS HP Stnnn Poky (PP)P. (Sac-12'-60' ASTM F-Ul&AASHT0NVV Itt2x 2023 334910 IN 2g. 2023 334910 I l0 12 2021 33 41 10 I In 12 2023 34 41 10 Storm Urnn Plpes Culvcrt Bax Storm Dnin Pl C.1—t Bnx Rinker Matenals Rinker Matenal. Amen Tex P)),�$� &Prod,cW AmcnTcx Pi &Producb 1pf Ranforud Concrete P5n0.�i r�P,ue and Groove Joint Plpe t�lu•21-or lamer) Ranforccd Cnncrue lJaxiu(s (Sze-Vuroue) Renf ced Concrete Roc Tonguc and Groove Joint Pme• (Sim-15' or larger) Rcrnf rud Cmccrete Box Culverl (¢,- Vanow)) ASTM C7ti, CG55 ASTM C789, C850 ASTM C76, C506 ASTM C1433.C1577 110 18. 2023 35 41 10 1111182023 364110 Sturm Drain Pl Culvert Bnx The Tu—, Co The Tit— C. Remforccd Concrete NK Tongue and Douce Joint P, e- (Sim - 15' or laracr) Remfnrccd Cnnuete Bnx Cukert(nn-Vanoua) ASTM C76. C506 ASTM C1433,C1577