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HomeMy WebLinkAboutContract 60765-PM1CSC No. 60765-PM 1 9RTWORT PROJECT MANUAL FOR THE CONSTRUCTION OF WATER, SEWER, PAVING, DRAINAGE & STREET LIGHT IMPROVEMENTS TO SERVE ALPHA RANCH PHASE 1B NOVEMBER 2023 FID NO.30114-0200431-104376-EO7685 FILE NO. W-2882 "X" NO.27531 CITY PROJECT NO. 104376 IPRC22-0176 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur Director, Transportation and Public Works Department The City of Fort Worth OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX PREPARED BY PELOTON LAND SOLUTIONS, a WESTWOOD C A Y 11000 FRISCO ST, SUITE 40 FRISCO, TX 75033 ttt 469-213-1800 5� "' .,too •.� ........ MMC P. 84936 December 18, 2023 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 8 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 00 2f 13 00 41 00 lftswdetialis to Bidders Bid Form 931129�2020 04/02/2014 00 42 43 Proposal Form Unit Price 05/22/2019 0043 13 Bid Bond 04/02/2014 0045 11 Bidders Prequalification's 04/02/2014 0045 12 Prequalification Statement 09/01/2015 0045 13 Bidder Prequalification Application 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law t.. temr-ise 04/02/2014 nQi 00 4540 00 52 43 Mifi f Business E Goal Agreement a 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 00 72 00 General Conditions e,..e,.tat=y rend tier, 11/15/2017 00-73-00 0073 10 Supp Standard City Conditions of the Construction Contract for Developer 070i190ii 01/10/2013 Awarded Projects Division 01- General Requirements Last Revised 011100 F/a x%ar,-k '2/TZQ0T20i_2 01 25 00 Substitution Procedures (Required) nmoot:„,. 08/30/2013 01�9 01 31 20 -o,.enstrueti0 Project Meetings (Required as applicable) 09/30r2013 07/01/2011 01 32 33 Preconstruction Video (Required) 08/30/2013 i 0133-00 01 3= 13 Submittals Speeia U-ejeetPr-oee,aufes 08 �3 09/30r201-3 014523 Testi.�...,,...7 laspe Eor:}ses Te,.. per-afy F.,eili es and Ge t ols 03/20 2 0701 201i ino �otian 01 50 00 t�3 n 0 01 60 00 01 66 00 01 70 00 St,,.-.,. W tef PE)IhAiffi -eVeH E)f P r Pr -,,"et n equ .er ei4s Pr-o et Storage and Handling n equ .oments Mobilization and Remobilization (Required as applicable) 0� n 0 i,Q 03/2W2� 04/042014 04/07/2014 01 71 23 Construction Staking (Required as applicable) D -ej eet D eea -a D,,,,,,me is 04/07/2014 nn 042 04/07,L2s 017823 0 t�9 CITY OF FORT WORTH Alpha Ranch Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 8 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 02 - Existing Conditions 94 Utility Removal4ibandopAne 0241 5 naN4f g D o,v ey l Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 03 34 13 CepAfelled row St engt1. >\ a.,te -ia (C S 4 03 80 00 T,aedif:,,., iafis t Existing r r,..-ot0 eil �tl r�s Division 26 - Electrical 26 05 00 Common Work Results for Electrical 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems Division 31- Earthwork 31 1000 Site Clearing 3123 16 Unclassified Excavation 31 23 23 Borrow 312400 Embankments 31 25 00 Erosion and Sediment Control 313600 31 37 00 dens Riprap Division 32 - Exterior Improvements 32 0i ITT Pefmanent Asphalt Paving Repai 32 01 29 cofferete pa-yi g nepa 32 1129 Lime Treated Base Courses 32 1133 Cement Treated Base Courses 32 1137 Liquid Treated Soil Stabilizer 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 1373 Concrete Paving Joint Sealants 3zz4-ry 32 1613 Concrete Curb and Gutters and Valley Gutters Z7�5 r,,, s 11v:��ng 32 3i i3 Chain Fenees and Gates �o Date Modified CITY OF FORT WORTH Alpha Ranch Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 27�9 3232 13 Wood Fe,..ees and Gates Cast -in -Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 32 92 13 27�3 Hydro -Mulching, Seeding, and Sodding Trees .,,-.,l C'l.Fub4 s Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 3303 10 Bypas Punq!&ir, of &Eisfing Sewer- Systems 23 04 11 !'',,,-.-osion Control Test Stations 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 3305 10 Utility Trench Excavation, Embedment, and Backfill 3305 12 Water Line Lowering 3305 13 Frame, Cover and Grade Rings - Cast Iron 3305 13.10 Frame, Cover and Grade Rings - Composite 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 3305 16 Concrete Water Vaults 3305 17 2 2�0 Concrete Collars 2 2�i THi+l•2.i 330522 22�3 Steel Casing Nlp-e HkVld Tang 22�4 InDW.Iatzen or Pii�c4i ego Tunnol L,.P1ar- Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 05 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 1 1 Z '�, � � L U,-o Bar- �aT,-.,.� C' �ne�et��sSuree���ateel Cylinder- Type pe,l 3,2 1 1 1 Ar Bw4ed Steil DlrQ and Fittings 33 11 15 Pre -Stressed Concrete Cylinder Pipe 33 12 10 Water Services 1-inch to 2-inch 33 1211 Large Water Meters 33 1220 Resilient Seated Gate Valve ✓3 1221 A ALW A Riibbe,- Seated BtA4e,-fly Val. ,es 33 1225 22�o Connection to Existing Water Mains A;,- l.ye l.lies tef r,,,v.bin 33 1240 ie V Assemblies for- Potable W Systems Fire Hydrants 33 1250 Water Sample Stations 33 1260 Standard Blow -off Valve Assembly 3331 12 Cured in Place Pipe (CIPP) 3331 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers CITY OF FORT WORTH Alpha Ranch Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 3331 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 11 11 ZZ�3 c.,�:�Pe F).*, Lining ,-..omen C'an tafy 33 31 50 Sewer-PipeEfil Sanitary Sewer Service Connections and Service Line 0 ✓omNnatia Air- Valve for Sanitary Sewer- Force r r 3339 10 Cast -in -Place Concrete Manholes 33 39 20 ZZ�o Precast Concrete Manholes 33 39 40 Fite, -glass Manholes Wastewater Access Chamber (WAC) 33 39 60 Epoxy Liners for Sanitary Sewer Structures 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts ef 2 2�o 33 4601 S b SlottedSnj Storm Dmi 33 46-02 ri� I�: 4i Dpaixz 3349 10 Cast -in -Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34 - Transportation 3441 10 Traffic Signals 3441 10.01 Attachment A — Controller Cabinet 3441 10.02 Attachment B — Controller Specification 3441 10.03 Attachment C — Software Specification 34 41 11 Toyr*o�r;—T-Fa€fia Fi le �/1 1 l l 3 Removing ing Tr., ffie Signals ?/1 1 ? ? 5 Rzo rrgu.L,- it rl Fkadhixg4k-aeea 34 4120 Readw Il lumin 4e n s s o....bhe 34 41 20.01 Arterial LED Roadway Luminaires 34 41 20.02 Freeway LED Roadway Luminaires 34 41 20.03 Residential LED Roadway Luminaires 34 41 30 Aluminum Signs 3471 13 Traffic Control CITY OF FORT WORTH Alpha Ranch Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 8 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httu://fortworthtexas.Lov/tiDw/contractors/ or httvs://apps.fortworthtexas.Liov/Proi ectResources/ Division 02 - Existing Conditions Last Revised 0 n�3 Selective Site >,o,, ,Brio 12/20/2012 0''o ^�4 Utility Removal4ibandopAne 12/20/2012 0241 5 Pa-y ng Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 03-34 3 C=e t elle,a Lew gt..eogtt, Nla4efi l (C SM4 12/20/2012 112�o r ner-ete Base >\a.,te-ia for- T-r-eneh Rep f 12/20/2012 038000 M,,di fi.,,t;oas t E3 sting r ner-ete Stfuettffes 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 26 0510 Demolition for- Eleetfieal Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 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 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 313600 Gabions 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 3201 117 Do,.m re t Asphalt It D.,ying n epa 12/20/2012 3201 18 Tefnpo -ar-y Asphalt Pa.vi , o epa 12/20/2012 27�9 r ner-ete Paving nepa 12/20/2012 27�3 Flexible Base Got -ses 12/20/2012 32 1129 Lime Treated Base Courses 12/20/2012 32 1133 Cement Treated Base Courses 12/20/2012 32 1137 Liquid Treated Soil Stabilizer 08/21/2015 27�v Aapo zalt A- i*g 12/20/2012 32 1273 Aapo zalt P.r"",. r,aek co,.ki is 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 27�0 Br-i .v Unit Pa-, ag 12/20/2012 32 1613 Concrete Curb and Gutters and Valley Gutters 10/05/2016 CITY OF FORT WORTH Alpha Ranch Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 3'�3 Pavement >\aa fki gs 11/22/2013 3q 17 q6 !`ufb Address Pai ti . 11/04/2013 3q 3311113 Ja r Fr_^es� 12/20/2012 323126 Wire Fences and Gates 12/20/2012 37�9 Weed>;enees and Gates 12/20/2012 3232 13 Cast -in -Place Concrete Retaining Walls 06/05/2018 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 32 92 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 32 93-43 Trees and r1,..H4 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 ZZ�o %—,ag-J nu ,ng Of EXiStifig SeWef SySte 12/20/2012 22�0 Joint Bonding a -ad Qeetfieal isolation 12/20/2012 33 04 11 r0,...0SiE)fi r,M401 Tort St ti0 fiS 12/20/2012 33 n� T, agf esit+m A,ie e C.,t1.ed Pr -,teed,,. Syste,f, 12/20/2012 33 04 30 Temporary Water Services 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3305 12 Water Line Lowering 12/20/2012 3305 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 3305 13.10 Frame, Cover and Grade Rings — Composite 01/22/2016 ZZ�4 Adjusting inlets, Valve Boxes, Othef Stpaetiaf:es to 12/20/2012 and ' FJfade 3305 16 Concrete Water Vaults 12/20/2012 3305 17 Concrete Collars 12/20/2012 22�0Auger-12/20/2012 } T,mnel Liner- . Plate 12/20/2012 22�z Stool cast lg p4pe 12/20/2012 32�3 Lard'T'un 12/20/2012 22�4 Zncx&)_ Itc^~ ofGafr-;o. Pipe i Casing ,,.. Tome! Liner- Ul..to 06/19/2013 33 05 26 Utility Markers/Locators 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 3,2 11 �3 Coner-ete Pr-esSufe Pipe, B^ pped, Steel Cylinder- Type 12/20/2012 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 33 1210 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 ,3,3 12 't; A WA7I7 A P„ubbe - Seated BtWe,-fly Valves 12/20/2012 33 1225 Connection to Existing Water Mains 02/06/2013 22�o r,,,v.t ina4ie A;,. V l.ye Assemblies t.lies for- Potable Ammer- Systems 12/20/2012 33 1240 Fire Hydrants 01/03/2014 33 1250 Water Sample Stations 12/20/2012 CITY OF FORT WORTH Alpha Ranch Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 33 1260 Standard Blow -off Valve Assembly 06/19/2013 3331 12 Cured in Place Pipe (CIPP) 12/20/2012 12 Fiberglass ne;^ reed n;re for''~a °;+y£ianitar`;ems 12/20/2012 3_ P. 15 K4gh 1_Nonc&y n 1„ethyk%t (I-IDPE) Pipe for Sanitary Sewer 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer 12/20/2012 Pipe 3_ P. 22 Sanitary Sewer V.ip fining 12/20/2012 3_ P. 23 Sanitary Sewer 4p > nlal���msent 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 11�v /`,,...L.inatio Air- 7,ye fc E--nitar; SeweFFe fe >\ din 12/20/2012 3339 10 Cast -in -Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 11�v Fite, -glass Tyr. nhelos- 12/20/2012 33 39 40 Wastewater Access Chamber (WAC) 12/20/2012 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 ?� u 11 High Peosity Polyethylene (HDPE) Pipe 9 orm Drain 12/20/2012 22�2 Reinf reed Pelyet lene (SRP ) Pipe 11/13/2015 33 4O-00 EiabdminGga 12/20/2012 33 4601 Slotted torm Dmirj 07/01/2011 33 4602 Tfeaah D-,ain3 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 411110 Tr- fffie Sigaa& 10/12/2015 34 n� lino 11 Att-aehmetttA Gentreller Gabi}et 12/18/2015 3^ ^�02 AttaehmentB EefA+ezllerSpeei e-atien 02/2012 3n n�0.03 A44aehfnentC; Softwar-e Speeifieatierl 01/2012 2/1 � 1 i i Te ff per- , -y T #; J F%, �0 11/22/2013 34 41 3 vov...oying Tr- f fie Signals 12/20/2012 34 41 15 Reetan ular RWid Fl&ting Beaeon 11/22/2013 2^� nodes,..;.,, 14ybr-id Signal, 11/22/2013 34 4120 Readw 11,LIImr\1iefr"n ate' li-s 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 2A�o Single Mode Fiber- Optic Cable 02/26/2016 3471 13 Traffic Control 11/22/2013 CITY OF FORT WORTH Alpha Ranch Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix Page 8 of 8 GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Alpha Ranch Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised March 20, 2020 BURNSCO CONSTRUCTION, INC. 00 42 43_SpecBook Proposal Form DAP - BID PROPOSAL Page 1 of 2 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity UNIT I: WATER IMPROVEMENTS 1 3311.0241 8" Water Pipe 3311 12 LF 3,767 $58.50 $220,369.501 2 3312.3003 8" Gate Valve 33 12 20 EA 15 $2,460.00 $36,900.001 3 3305.2006 20" Water Carrier Pipe 33 05 24 LF 48 $220.00 $10,560.001 4 3312.0001 Fire Hydrant 33 12 40 EA 6 $7,400.00 $44,400.001 5 9999.0001 Automatic Flush Valve 00 00 00 EA 4 $6,300.00 $25,200.001 6 3312.2003 1 " Water Service 331210 EA 79 $1,390.00 $109,810.001 7 3312.2106 1 1/2" Water Service 33 12 10 EA 5 $2,110.00 $10,550.001 8 3311.0001 Ductile Iron Water Fittings w/ Restraint 3311 11 TON 4 $4,600.00 $17,608.801 9 0241.1118 4"-12" Pressure Plug 0241 14 EA 5 $300.00 $1,500.001 10 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 2 $1,900.00 $3,800.001 11 3305.0109 Trench Safety 33 05 10 LF 3,767 $0.10 $376.701 12 3305.0003 8" Waterline Lowering 33 05 12 EA 10 $5,400.00 $54,000.001 TOTAL UNIT I: WATER IMPROVEMENTS $535,075.001 UNIT II: SANITARY SEWER IMPR )VEMENTS 13 3331.4115 8" Sewer Pipe 3331 20 LF 3,405 $60.00 $204,300.001 14 3331.433 27" Sewer Pipe 3311 10,33 LF 1,450 $240.00 $348,000.001 15 3331.4337 27" PVC ASTM F1803 Sewer Pipe, CSS Backfill 3331 21 LF 160 $173.00 $27,680.001 16 3339.1001 4' Manhole 33 39 20 EA 15 $4,600.00 $69,000.001 17 3339.1101 5' Manhole 33 39 10, 33 EA 5 $8,010.00 $40,050.001 18 3339.1102 5' Drop Manhole 33 39 10, 33 EA 1 $9,230.00 $9,230.001 19 3339.1003 4' Extra Depth Manhole 33 39 10, 33 VF 29 $220.00 $6,292.001 20 3339.1103 5' Extra Depth Manhole 33 39 10, 33 VF 17 $330.00 $5,610.001 21 3339.0001 Epoxy Manhole Liner 33 39 60 VF 53 $430.00 $22,618.001 22 9999.0003 CSS Encasement for Utility Pipes 33 05 10 LF 334 $54.00 $18,036.001 23 3331.3101 4" Sewer Service 3331 50 EA 62 $1,520.00 $94,240.001 24 3331.3106 4" DIP Sewer Servie 3331 50 EA 17 $5,340.00 $90,780.001 25 0241.2112 27" Sewer Abandonment Plug 0241 14 EA 1 $3,100.00 $3,100.001 26 0241.2103 8" Sewer Abandonment Plug 0241 14 EA 1 $100.00 $100.001 27 3305.0112 Concrete Collar 33 05 17 EA 5 $560.00 $2,800.001 28 3305.0113 Trench Water Stops 33 05 15 EA 10 $400.00 $4,000.001 29 3305.0109 Trench Safety 33 05 10 LF 5,015 $1.00 $5,015.001 30 3301.0002 Post -CCTV Inspection 3301 31 LF 10,030 $2.00 $20,060.001 31 3301.0101 Manhole Vacuum Testing 3301 30 EA 21 $130.00 $2,730.001 32 3305.011 Utility Markers 33 05 26 LS 1 $400.00 $400.001 TOTAL UNIT II: SA 41TARY SEWE 2 IMPROVEMENTS $974,041.001 UNIT III: STORM DRAIN IMPROVEMENTS 33 3341.0302 30" RCP, Class III 3341 10 LF 292 $192.00 $56,064.001 34 3341.0205 24" RCP, Class III 3341 10 LF 823 $99.00 $81,477.001 35 3341.0201 21" RCP, Class III 3341 10 LF 133 $86.00 $11,438.001 36 3341.1101 4x2 Box Culvert 3341 10 LF 648 $310.00 $200,880.001 37 3341.1102 4x3 Box Culvert 3341 10 LF 258 $344.00 $88,752.001 38 3341.1002 3x3 Box Culvert 3341 10 LF 252 $307.00 $77,364.001 39 3349.5001 10' Curb Inlet 33 49 20 EA 12 $5,800.00 $69,600.001 40 3349.0001 4' Storm Junction Box 33 49 10 EA 5 $5,740.00 $28,700.001 41 3349.0002 5' Storm Junction Box 33 49 10 EA 2 $6,600.00 $13,200.001 42 3349.4105 24" SET, 1 pipe 33 49 40 EA 1 $2,800.00 $2,800.001 43 9999.001 6-4'x2' TXDOT PW-1 33 49 40 EA 4 $56,000.00 $224,000.001 44 9999.0011 4'x3' Sloping Headwall 33 49 40 EA 1 $10,500.00 $10,500.001 45 3137.0102 Large Stone Riprap, dry 31 3700 SY 1892 $130.00 $245,960.001 46 3305.0109 Trench Safety 33 05 10 LF 2406 $2.10 $5,052.601 TOTAL UNIT III: STORM DRAIN IMPROVEMENTS $1,115,787.601 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version April 2, 2014 CEN19006.01b-Burnsco Bid 00 42 43_SpecBook Proposal Form DAP - BID PROPOSAL Page 2 of 2 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Bid Summary UNIT I: WATER IMPROVEMENTS $535,075.001 UNIT II: SANITARY SEWER IMPROVEMENTS 1 $974,041.001 UNIT III: STORM DRAIN IMPROVEMENTS $1,115,787.601 Total Bid $2,624,903.601 Performance, Payment & 2-year, 100% Maintenance Bonds" $39,500.00 1 Grand Total $2,664,403.601 **PLEASE NOTE: BONDS ARE NOT A BID ITEM** This Bid is submitted by the entity named below: BIDDER: Burnsco Construction, Inc. 6331 Southwest Blvd. Benbrook, TX 76132 BY: r _ TITLE: Vice President DATE: December 11. 2023 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 150 calendar days after the date when the CONTRACT commences to run as provided in the General Conditions. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version April 2, 2014 CEN19006.01b-Burnsco Bid 00 45 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 `rMaior Work Type" box provide the complete maior work tvue and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type (contractor/Subcontractor Company Name Prequalification Expiration Date Water, Storm Drainage Burnsco Construction, Inc 6/30/2024 Sewer Burnsco Construction, Inc 6/30/2024 Paving Street Lights The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Burnsco Construction, Inc 6331 Southwest Blvd. Benbrook, TX 76132 B (Signature) TITLE: President DATE: August 10, 2023 CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALI FICATION STATEMENT — DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 00 45 12_Pregualification Statement 2015_DAP 0041 13 DAP BID BOND FORM FOR PUBLICLY 1411) PROXCT5 OM.S" Page [ or I SECTION 00 43 13 DAP - BID BOND BY THESE PRESENTS: Liberty Mutual That we, Burnsco Construction, Inc. called the Principal, and Insurance company a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the Alpha Ranch Water Control and Improvement District of Denton and Wise Counties, hereinafter called the Obligee, in the sum of 5%of the Greatest Arnount bld (5%GA 8) and No/100 Dollars said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firm by these presents. WHEREA S the Principal has submitted a proposal to perforn work for the following project of the Obligee identified as: Water, Sewer, Paving, Drainage & Street Light Improvements to serve Alpha Ranch Phase 1 B NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the Obligee in accordance with the terms of such proposal, then this bond shall be null and void. If the Principal fails to execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for the difference between Principal's Total Bid Atnount and the next selected Bidder's Total Bid Amount. SIGNED this ._._4th day of August , 2023 By: Burnsco C struction [ c. (Signature and Title of Principal) By: Liberty Mutual Insurance Company __8 --41A Zo Sophi ie }funter (Signature of Attomey--of-Fact) *Attach Power of Attorney (Surety) for Attorney -in -Fact Impressed Surety Seal Only END OF SECTION CITY OF FORT WORTH STANDARD COmMuC T ION M) BOND FORM —DEVELOPER AWARDED PROJECTS D0 43 13_3id $ond_DAP Form Version April 2, 2014 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Liberty Mutual Insurance Company l t iutuAl. The Ohio Casualty Insurance Company Certificate No: 8205467-022020 SURETY West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Don E. Cornell; Joshua Saunders; Kelly A. Westbrook; Mikacia Peppers; Ricardo 7, Reyna; Robbi Morales; Sophinie Hunter; Tina McEwan; Tonie Petranek all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 23rd day of April , 2021 . Liberty Mutual Insurance Company P` iNsubQ PVI l INS" VASU p� The Ohio Casualty Insurance Company j�40NPORgTo'yCtr �LO�p�R4To yn �lpa OR4ORq 4' West American Insurance Company 1912E " 1919m rn `° 1991F� n rd�93No. S0 M4`��`.aiY� O /l c6-E to David M. Carey, Assistant Secretary � State of PENNSYLVANIA •— � : County of MONTGOMERY ss a .0 (D On this 23rd day of `c Aril 2021 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance c) a) Company, —The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes y _ therein contained by signing on behalf of the corporations by himself as a duly authorized officer. a 1Y IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. Q fn Q O 02 � easr _ ��'�yAONVJ ��d, GPmmpnwealtfl of Pennsylvania Sea! >^ W 6 F Teresa Psstella, Kota Public N'— F." Monlgomery County J� E E Notary �pr-- CU 0 OF My commission expires March 28. 2025 B �.Q/ �R/ O a)` Q Commission number1126044 y = ID .,--, 'k iU Member, Pennsylvania Association of Notaries 4"'. PaStelia, Notary Public Q Co N q o N m This Power of Attorney is made and executed pursuant to and by authority of the following By laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual 3 a3 o •S Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: a CO E d ARTICLE IV— OFFICERS: Section 12. Power of Attorney.ca o a Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the : President may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety ra any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall c l o ;= have full power to bind the Corporation by thew signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such �o W Z L) instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney -in -fact under the ` Co m provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. Li a ARTICLE XIII — Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their respective powers of attormey, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation —The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in - fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutuat Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 4th day of August 2023 P� YNSrjp _ �4S'i IN$&. a %HSU.. GopPOA4j"04 its` C.)qJ o°Rao�T6gy� P coRaoggT y� 3 _ � 1912 Q 1919 � � 1991 n Ya gsSsceos`��`%a s°2��� s��wa� r ti P a By: �y1 n*v *� sq*" a Renee C. Llewellyn, Assistant Secretary LMS-12873 LMIC OCIC WAIC Multi Co 0021 10Liberty Mutual., . �__._.._.. _._SU RET Y TEXAS IMPORTANT NOTICE To obtain information or make a complaint: You may call toll -free for information or to make a complaint at 1-877-751-2640 You may also write to: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439 You may write the Texas Department of Insurance Consumer Protection (1 I I A A) P. O. Box 149091 Austin, TX 78714-9091 FAX: (512) 490-1007 Web: httn://www.tdi.texas.aov E-mail: ConsumerProtectionq.tdi.texas,gov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should first contact the agent or call 1-800-843-6446. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. TEXAS AVISO IMPORTANTE Para obtener information o para someter una queja: Usted puede llamar al numero de telefono gratis para information o para someter una queja al 1-877-751-2640 Usted tambien puede escribir a: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 Puede comunicarse con el Departamento de Seguros de Texas para obtener information acerca de companias, coberturas, derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas Consumer Protection (I I I -IA) P. O. Box 149091 Austin, TX 78714-9091 FAX # (512) 490-1007 Web: http://www.tdi.texas.gov E-mail: ConsumerProtectionntdi.texas.gov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiena una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI) UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de information y no se convierte en parte o condition del documento adjunto. NP70680901 LMS-1529210115 0045 26-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 104376. Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. !? 9 CONTRACTOR: 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Burnsco Construction, Inc. Company 6331 Southwest Blvd. Address Benbrook. TX 76132 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § By: John Burns (Ple e Print) Signature: Title: President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared John Burns , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of Burnsco Construction, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this i , day of 20L9 $psgr eriPn MARY GRANADOS Notary ID #134265935 l / r v My Commission Expires Notary Public in d for the State of x sf y er March 22, 2027 1 END OF SECTION CITY OF FORT WORTH Alpha Ranch Phase 18 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 04376 Revised April 2, 2014 005243-1 1 2 SECTION 00 52 43 AGREEMENT Developer Awarded Project Agreement Page 1 of 5 3 THIS AGREEMENT, authorized on 12/13/2023 is made by and between the Developer, 4 Pulte Homes of Texas, L.P., authorized to do business in Texas ("Developer") , and Burnsco S Construction, Inc., authorized to do business in Texas, acting by and through its duly authorized 6 representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 1S Water Sewer Pavin-e. Draina-ee & Street Liz_ ht Improvements to serve Alpha Ranch Phase IB 16 (also known as Elizabeth Creek Phase 3) 17 City Proiect No. 104376 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within {ISO calendar days after the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 2S City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that Developer 28 will suffer financial loss if the Work is not completed within the times specified in 29 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 30 the Standard City Conditions of the Construction Contract for Developer Awarded 31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not CITY OF FORT WORTH Alpha Ranch Phase IB STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 5 33 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 35 Developer One Thousand Dollars ($1,000 ) for each day that expires 36 after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the 37 Final Letter of Acceptance. 38 Article 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 40 Documents an amount in current funds of Two Million six hundred twentv-four thousand nine 41 hundred three dollas and sixtv cents ($2,624,903.60). 42 Article 5. CONTRACT DOCUMENTS 43 5.1 CONTENTS: 44 A. The Contract Documents which comprise the entire agreement between Developer and 45 Contractor concerning the Work consist of the following: 46 1. This Agreement. 47 2. Attachments to this Agreement: 48 a. Bid Form (As provided by Developer) 49 1) Proposal Form (DAP Version) 50 2) Prequalification Statement 51 3) State and Federal documents (project specific) 52 b. Insurance ACORD Form(s) 53 c. Payment Bond (DAP Version) 54 d. Performance Bond (DAP Version) 55 e. Maintenance Bond (DAP Version) 56 f. Power of Attorney for the Bonds 57 g. Worker's Compensation Affidavit 58 h. MBE and/or SBE Commitment Form (If required) 59 3. Standard City General Conditions of the Construction Contract for Developer 60 Awarded Projects. 61 4. Supplementary Conditions. CITY OF FORT WORTH Alpha Ranch Phase IB STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 5 62 5. Specifications specifically made a part of the Contract Documents by attachment or, 63 if not attached, as incorporated by reference and described in the Table of Contents 64 of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 8. Documentation submitted by Contractor prior to Notice of Award. 68 9. The following which may be delivered or issued after the Effective Date of the 69 Agreement and, if issued, become an incorporated part of the Contract Documents: 70 a. Notice to Proceed. 71 b. Field Orders. 72 c. Change Orders. 73 d. Letter of Final Acceptance. 74 Article 6. INDEMNIFICATION 75 76 77 78 79 80 81 82 83 84 85 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 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 anv act, omission or negligence of the citv. 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 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 anv act. omission or negligence of the citv. 95 Article 7. MISCELLANEOUS CITY OF FORT WORTH Alpha Ranch Phase IB STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised June 16, 2016 005243-4 Developer Awarded Project Agreement Page 4 of 5 96 7.1 Terms. 97 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 98 the Construction Contract for Developer Awarded Projects. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the Developer. 102 7.3 Successors and Assigns. 103 Developer and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon DEVELOPER and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. 115 116 7.6 Authority to Sign. 117 Contractor shall attach evidence of authority to sign Agreement, if other than duly 118 authorized signatory of the Contractor. 119 120 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 121 counterparts. 122 123 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 124 125 CITY OF FORT WORTH Alpha Ranch Phase IB STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised June 16, 2016 126 Contractor: Burneo Construction, Inc. By: (Signature) John Burns (Printed Name) Title: President Company Naive: Burnsco Constnietion, Inc. Address: 6331 Southwest Blvd. City/State/Zip: Benbrook, TX 76132 12/13/2023 Date 005243-5 Developer Awarded Project Agreement Page 5 of 5 Developer: Pulte Homes of Texas, L.P. By. - } � �f nntiire) (Printed Name) Title: VP 0 Le4mj Company name: Putte Homes of Texas, L.P. Address: 9111 Cypress Waters, Suite 100 City/State/Zip: Coppell, TX 75019 12/13/2023 Date CITY OF FORT WORTH .411)ha Ranch Phase 18 STAND.-kRD CONSTRUCTION SPECIFfCATION DOCUMENTS - DEVELOPER AWARDED PROTECTS C7n- Prnlecr,lro. 104376 Revised .tune f 6, 2016 Bond #022238146 006213-1 PERFORMANCE BOND Page 1 of 3 1 SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Burnsco Construction. Inc,, known as "Principal" herein and 8 Liberty Mutual Fire Insurance Company , a corporate surety(sureties, if more than 9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 10 or more), are held and firmly bound unto the Developer, Pulte Homes of Texas. LP, authorized to 11 do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation 12 ("City"), in the penal stun of, Two Million six hundred twentv-four thousand nine hundred three 13 dollas and sixtv cents ($2.624.903.60), 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 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 Agreement, 19 CFA Number 23-0168 and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 21 the 14 day of December , 2023, which Contract is hereby referred to and made a 22 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 23 and other accessories defined by law, in the prosecution of the Work, including any Change 24 Orders, as provided for in said Contract designated as Water, Sewer, Paving, Di,ainage & Street 25 Light hnprovernents to serve Alpha Ranch Phase 1B 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects duly and 28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH Alpha Ranch Phase 1B STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Projeel No. 104376 Revised January 31 , 2012 006213-2 PERFORMANCE BOND Page 2 of 3 1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Foil 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the 14 day of December 9 , 2o23 . 10 11 12 13 14 15 16 17 18 19 2D 21 22 23 24 2s 2G 27 28 29 ATTEST: (Principal) Secretary 0-1 f tb- Witness as incipal PRINCIPAL: Burnseo ec�l stt action. Inc. BY: Signature John Burns, President Name and Title Address: 6331 Southwest Blvd. Benbrook, TX, SURETY: Liberty Mutual Fire Insurance Comp€lnv 76132 BYc Q �7W} LUG -- Signature CITY OF FORT WORTH .alpha Raech Phase /B STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROTECTS Cite Project No, I04376 Revised January 31.2012 1 2 3 4 5 6 7 8 9 10 t :. 12 Witness as to Surety 13 14 15 16 17 18 19 20 21 006213-3 PERFORMANCE BOND Page 3 of 3 Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Btvd, Suite 400 King of Prussia, PA 19406 Telephone Number: 214-989-0000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. if Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Alpha Rauch Phase I B STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised January 31, 2012 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 Bond 9022238146 a06214-1 PAYMENT BOND Page 1 of 3 SECTION 00 62 14 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Burnso Construction Inc., known as "Principal" herein, and Liberty Mutual Fire insurance Company , a corporate surety ( or sureties if more than one), duly authorized to do business in the State of' Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Pulte Homes of Texas. LP, authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of Two Million six hundred twenty-four thousand nine hundred three dollas and sixty cents ($2,624,903.60), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth, by and through a Community Facilities 20 Agreement, CFA Number _23-0168 ; and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 14 day of December , 20 23 , which Contract is hereby 23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 2S Work as provided for in said Contract and designated as Water, Sewer, Paving, Drainage & Street 26 Light .bnpi-overnents to serve Alpha Ranch Phase 1 B. 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTH Alpha Ranch Phase I B STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised January 31, 2012 006214-2 PAYMENT BOND Page 2of3 I This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 14 day of 6 December , 2o23 . PRINCIPAL: Burnsco Construction, Inc. ATTEST: BY: Signatt •e (Principal) Secretary John Burns, President Name and Title Address: 6331 Southwest Blvd. Benbrook, TX 76132 Witness as to Principal ATTEST: SURETY: Liberty Mutual Fire Insurance Company BY: CITY OF FORT WORTH Alpha Ranch Phase I B STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS C'iiy bojeci No 104376 Revised January 31, 2012 (Surety) Secretary Witness as to Surety 1 006214-3 PAYMENT BOND Page 3 of 3 Signatw e Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd, Suite 400 King of Prussia, PA 19406 Telephone Number: 214-989-0000 2 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 3 bylaws showing that this person has authority to sign such obligation. If Surety's physical 4 address is different from its mailing address, both must be provided. 5 6 The date of the bond shall not be prior to the date the Contract is awarded. 7 8 END OF SECTION CITY OF FORT WORTH Alpha Ranch Phase I STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Ciq, Pinjeci No. I04376 Revised Janiwry 31, 2012 Bond #022238146 006219-1 MAINTENANCE BOND Page 1 of 4 1 SECTION 00 62 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Burnso Construction Inc, known as "Principal" herein and 8 Liberty Mutual Fire Insurance Company , a corporate surety (sureties, if more than 9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 10 or more), are held and firmly bound unto the Developer Pulte Homes of Texas. LP. authorized to 11 do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation 12 ("Ci(y"), in the sum of Two Million six hundred twentv-four thousand nine hundred three dollas 13 and sixtv cents ($2.624.903.60)„ lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the 15 Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, 16 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 17 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 20 CFA Number �23-0168 ; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer 22 awarded the 14 day of December , 2023 , which Contract is 23 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment labor and other accessories as defined by law, in the prosecution of the 25 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 26 the "Work") as provided for in said Contract and designated as Water; Sewer Paving, Drainage & 27 Street Light Improvements to serve Alpha Ranch Phase 1 B; and 28 29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 30 accordance with the plans, specifications and Contract Documents that the Work is and will CITY OF FORT WORTH Alpha Ranch Phase I B STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Cify Project No 104376 Revised January 31, 2012 00 62 19 - 2 MAINTENANCE BOND Page 2of4 1 remain free from defects in materials or workmanship for and during the period of two (2) years 2 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 91 4 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 5 upon receiving notice from the Developer and/or City of the need thereof at any time within the 6 Maintenance Period. 7 8 NOW THEREFORE, the condition of this obligation is such that if Principal shall 9 remedy any defective Work, for which timely notice was provided by Developer or City, to a 10 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 11 remain in full force and effect. 12 13 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 14 noticed defective Work, it is agreed that the Developer or City may cause any and all such 15 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 16 by the Principal and the Surety under this Maintenance Bond; and 17 18 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall Iie in 19 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 20 Worth Division; and 21 22 PROVIDED FURTHER, that this obligation shall be continuous in nature and 23 successive recoveries may be had hereon for successive breaches. 24 25 26 CITY OF FORT wORTFI /Iipha Ranch Phase /B STANDARD CITY CONDII IONS — DEVELOPER AWARDED PROJECTS Cip, Projeci No 104376 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 4 I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 14 day of 3 December , 20 23 . 4 5 6 7 3 9 10 11 12 13 14 15 t6 17 18 19 20 21 22 23 24 25 26 27 28 29 30 ATTEST: (Principal) Secretary ^� Witness as to ' cipal PRINCIPAL: Burnsco Construction, Inc BY.� i gnature John Burns, President Name and Title Address: 6331 Southwest Blvd. Benbrook, TX 76132 SURETY: Liberty Mutual Fire Insurance Company CITY OF FORT WORTH Alpha Ranch Phase I B STANDARD CITY CONDITIONS — DEVELOPER AWARDED 1'ROJL•:C'1'8 City Project No. 104.376 Revised January 31, 2012 1 2 3 4 5 6 7 ATTEST: 8 9 Jukv- )1lt Ll, 10 11 (Surety) Secretary 12 13 g 14 r 15 16 Witness as to Surety 17 006219.4 MAINTENANCE QOND Page 4 of-4 Signature Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd, Suite 400 King of Prussia, PA 19406 Telephone Number: 214-989-0000 18 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 19 from the by-laws showing that this person has authority to sign such obligation. if 20 Surety's physical address is different frorn its mailing address, both must be provided, 21 22 The date of the bond shall not be prior to the date the Contract is awarded. 23 CITY OF FORT WORTH Alpha Ranch Phase I B STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CiV Przrjw Na. 104376 Revised January 31. 2012 ej O 0.2 C M mL) > N O Z This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except In the manner and to the extent herein stated. Liberty Liberty Mutual Fire Insurance Company .N utuciln Wausau, Wisconsin Certificate No 8205468-022020 SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: Liberty Mutual Fire Insurance Company, being a Wisconsin Corporation having its principal office in the City of Wausau, State of Wisconsin does hereby make, constitute and appoint Don E. Cornell; Joshua Saunders; Kelly A. Westbrook, Mikaela Pepoers, Ricardo J Reyna, Robbi Morales: Sophinie Hunter. Tina MCEWan-1 Tonie Petranek all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful ahorney(s)-in-fact, with full power and authority hereby conferred in their/its name, place and stead, to sign, execute, acknowledge and deliver in their/its behalf, and as their(its act and deed. without power of redelegation, as follows: Bonds, undertakings, recognizances, contracts of indemnity, and all other surety obligations, as required, unlimited as to Dollar amount and to bind the Company(ies) making this appointment thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Company(ies), and all the acts of said altorney(s), pursuant to the authority herein given, are hereby ratified and confirmed. AUTHORITY FOR MAKING APPOINTMENT OF ATTORNEYS -IN -FACT —' Appointment of Attorneys -in -Fact by Liberty Mutual Fire Insurance Company are made pursuant to Article V, Section 10 of Liberty Mutual Fire Insurance Company's By -Laws, as amended and by Unanimous Consent of the Board of Directors dated May 21st, 2013- Further. the President of Liberty Mutual Fire Insurance Company, executed a Delegation of Authority and authorized the assistant secretary signing below to appoint attorneys -in -fact as may be necessary to act on behalf of Liberty Mutual Fire Insurance Company to make a execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances, and other surety obligations. L IN WITNESS WHEREOF, Liberty Mutual Fire Insurance Company has caused these presents to be signed by its authorized representatives, and its Corporate Seal to be hereto affixed, ccu Y this 23rd day of April 2021 c: E QxRE INy4 ��p=UQRP p�9 i�R4n 0 1908 o By: 'mod �'Sc nrCa� a Attest: State of PENNSYLVANIA County of MONIGOMERY ss The foregoing instrument was acknowledged before me this 23rd day of April 2021 by David Insurance Company. Commonwealth of Pennsylvania - Nolary Seal Teresa PaMoilaL ome Notary Coun Fabric Montgomery County C.W fll My commission expires March 28, 2025 Commission number 1126044 Q}La�'roY4;�t_. , Member, Pennsylvania Assoaalion or Notaries al y Ir CERTIFICATE By: Liberty Mutual Fire Insurance Company M. o @ U � E41J > > k> David M. Carey, Assistant Secretary ON 0-0 C .� O �Qp y�In�,an�p x�. Heather B. Magee o C) N CV O CV a00 Carey, an authorized representative of Liberty Mutual Fire Insurance o c(D m— ,X3ca U O N jl2C� U_ r0 ti n Teresa Pastella, Notary Public 1, the undersigned, an Assistant Secretary of Liberty Mutual Fire Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the said power of attorney was one of the officers or officials specially authorized by the Board of Directors to appoint attorneys -in -fact as provided in the Unanimous Consent and Vote of the Board of Directors of Liberty Mutual Fire Insurance Company dated May 21, 2013 This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the Board of Directors of Liberty Mutual Fire Insurance Company evidenced by the Unanimous Consent and Vote of the Board of Directors dated June 28, 2006 wherein it was VOTED that the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or to any ce)h5oate relating ttlerato by facsimile, and any such power of attorney or certificate bearing such facsimile signature and facsimile seal shall be valid and binding upon the Company when so affixed and in the future with respect to any surety undertakings, bonds, recognizances and other surety obligations to which it is attached IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, affixes, this day of QNRE INSG 2 P ORS ��fT B�� 4_4 �1908e n y' r o Renee C. Llewefryn, Assistant Secretary rd3�scori4a +D LMS-22023 03121 Liberty SURETY TEXAS IMPORTANT NOTICE To obtain information or make a complaint: You may call toll -free for information or to make a complaint at 1-877-751-2640 You may also write to: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439 You may write the Texas Department of Insurance Consumer Protection (1 1 1-IA) P. O. Box 149091 Austin, TX 78714-9091 FAX: (512) 490-1007 Web: httn://www.tdi.texas.aov E-mail: ConsulnerP►-otection( tdi.texas,cov PREMIUM OR CLAIM DISPU`i'ES: Should you have a dispute concerning your premium or about a claim you should first contact the agent or call 1-800-843-6446. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. NP70680901 WS-15292 10115 TEXAS AVISO IMPORTANTE Para obtener information o para someter Una queja: Usted puede Ilamar at numero de telefono gratis para informacion o para someter una queja at 1-877-751-2640 Usted tambien puede escribir a: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas at 1-800-252-3439 Puede escribir at Departamento de Seguros de Texas Consumer Protection (I 1 I -IA) P. O. Box 149091 Austin, TX 78714-9091 FAX # (512) 490-1007 Web: htto://www.tdi.texas.2ov E-mail: ConsumerProtectionOtdi.texas.aov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiena una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI) UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condition del documento adjunto. GILCO CONTRACTING, INC. 00 42 43_SpecBook Proposal Form DAP - BID PROPOSAL Page 1 of 2 UNIT PRICE BID Bidlist Item No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information Description Bidder's Application Bidder's Proposal Specification Unit of Section No. Measure Bid Quantity Unit Price Bid Value UNIT I: WATER IMPROVEMENTS 1 3311.0241 8" Water Pipe 33 11 12 LF 3,767 2 3312.3003 8" Gate Valve 33 12 20 EA 15 3 3312.0001 Fire Hydrant 33 12 40 EA 6 4 9999.0001 Automatic Flush Valve 00 00 00 EA 4 5 3312.2003 1" Water Service 33 12 10 EA 79 6 3311.0001 Ductile Iron Water Fittings w/ Restraint 3311 11 TON 4 7 0241.1118 4"-12" Pressure Plug 0241 14 EA 5 8 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 2 9 3305.0109 Trench Safety 33 05 10 LF 3,767 10 3305.0003 8" Waterline Lowering 33 05 12 EA 8 TOTAL UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS 11 3331.4115 8" Sewer Pipe 33 31 20 LF 3,380 12 3331.433 27" Sewer Pipe 3311 10,33 LF 1,610 13 3339.1001 4' Manhole 33 39 20 EA 15 14 3339.1101 5' Manhole 33 39 10, 33 EA 6 15 3339.1003 4' Extra Depth Manhole 33 39 10, 33 VF 29 16 3339.1103 5' Extra Depth Manhole 33 39 10, 33 VF 17 17 3339.0001 Epoxy Manhole Liner 33 39 60 VF 53 18 3305.0202 Imported Embedment/Backfill, CSS 33 05 10 CY 474 19 3331.3101 4" Sewer Service 3331 50 EA 79 20 0241.2112 27" Sewer Abandonment Plug 0241 14 EA 1 21 0241.2103 8" Sewer Abandonment Plug 0241 14 EA 1 22 3305.0112 Concrete Collar 33 05 17 EA 3 23 3305.0113 Trench Water Stops 33 05 15 EA 10 24 3305.0109 Trench Safety 33 05 10 LF 4,990 25 3301.0002 Post -CCTV Inspection 3301 31 LF 9,980 26 3301.0101 Manhole Vacuum Testing 3301 30 EA 21 27 3305.011 Utility Markers 33 05 26 LS 1 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: PAVING IMPROVE VIENTS 28 3213.0101 6" Conc Pvmt 32 13 13 SY 13,598 $59.15 $804,321.701 29 3213.0301 4" Conc Sidewalk 32 13 20 SF 8,640 $8.40 $72,576.001 30 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 10 $2,000.00 $20,000.001 31 3211.0501 6" Lime Treatment 32 11 29 SY 14,536 $4.35 $63,231.601 32 3211.04 Hydrated Lime 32 11 29 TN 262 $351.50 $92,093.001 33 9999.0002 TxDOT Pedestrian Handrail (Type PR11) 00 00 00 LF 254 $196.80 $49,987.201 34 9999.0003 Install End of Road Barricade 00 00 00 EA 1 $1,500.00 $1,500.001 35 9999.0016 Remove End of Road Barricade 00 00 00 EA 2 $500.00 $1,000.001 36 9999.0017 Connect to Existing Pavement by Sawcut 32 13 13 LF 29 $20.00 $580.001 TOTAL UNIT III: PAVING IMPROVEMENTS $1,105,289.501 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version April 2, 2014 CEN19006.Ol b-Gilm Bid 00 42 43_SpecBook Proposal Form DAP - BID PROPOSAL Page 2 of 2 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application UNIT IV: STORM DRAIN IMPROVEMENTS 37 3341.0205 24" RCP, Class III 3341 10 LF 690 38 3341.0201 21" RCP, Class III 3341 10 LF 112 39 3341.1301 6x2 Box Culvert 3341 10 LF 432 40 3341.1102 4x3 Box Culvert 3341 10 LF 241 41 3341.1002 3x3 Box Culvert 3341 10 LF 252 42 3349.5001 10' Curb Inlet 33 49 20 EA 10 43 3349.0001 4' Storm Junction Box 3349 10 EA 3 44 3349.0002 5' Storm Junction Box 3349 10 EA 1 45 3349.4105 24" SET, 1 pipe 33 49 40 EA 4 46 9999.0010 18" Sloping Headwall 33 49 40 EA 4 47 9999.0011 4'x3' Sloping Headwall 33 49 40 EA 1 48 3137.0102 Large Stone Riprap, dry 31 3700 SY 2397 49 3305.0109 Trench Safety 33 05 10 LF 1727 TOTAL UNIT IV: STORM DRAIN IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS 50 2605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 LF 1,685 51 3441.305 Furnish/Install LED Lighting Fixture (70 watt ATBO Cobra Head) 3441 20 EA 19 52 3441.3301 Rdwy Illum Foundation TY 1,2, and 4 3441 20 EA 19 53 3441.3351 Furnish/Install Rdway Illum TY 11 Pole 3441 20 EA 19 54 3441.1646 Furnish/Install Type 33B Arm 3441 10 EA 19 55 3441.141 NO 10 Insulated Elec Condr 3441 10 LF 3,370 TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS UNIT VI: STREET SIGNS IMPROVEMENTS 1 56 13441.4006 Install Alum Sign Ground Mount 13441 30 1 EA 1 5 1 TOTAL UNIT VI: STREET SIGNS IMPROVEMENTS Bid Summary UNIT I: WATER IMPROVEMENTS UNIT ll: SANITARY SEWER IMPROVEMENTS UNIT III: PAVING IMPROVEMENTS UNIT IV: STORM DRAIN IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS UNIT VI: STREET SIGNS IMPROVEMENTS Performance, Payment & 2-year, 100% Maintenance Bonds** **PLEASE NOTE: BONDS ARE NOT A BID ITEM** This Bid is submitted by the entity named below: BIDDER: Gilco Contracting, Inc. 6331 Southwest Blvd. Benbrook, TX 76132 Total Bid Grand Total BY: `eiaa M�cQuien TITLE: Vice President Operations DATE: 12-12-23 1 $465.001 $2,325.001 $2,325.00 1 $1,105,289.50 1 $2,325.00 1 $1,107,614.501 $16,000.00 1 $1,123,614.501 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 70 calendar days after the date when the CONTRACT commences to run as provided in the General Conditions. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version April 2, 2014 CEN19006.01b-Gilco Bid SECTION 00 4313 DAP - BID BOND BY THESE PRESENTS: 0043 13 DAP BID BOND FORM FOR PUBLICLY BID PROJECTS ONLY Page I of I Liberty Mutual That we, Gilco Contracting, Inc. called the Principal, and insurance Company a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the City, hereinafter called the Obligee, in the sum of 5% oCthe Greatest Amount sid and No/100 Dollars said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firm by these presents. WHEREAS the Principal has submitted a proposal to perform work for the following project of the Obligee identified as: Water, Sewer, Paving, Drainage & Street Light Improvements to serve Alpha Ranch Phase 113 NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the Obligee in accordance with the terms of such proposal, then this bond shall be null and void. If the Principal fails to execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for the difference between Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount. SIGNED this 11th day of July , 2023 . By: Gilco ontracting, Inc. ! (Signature and Title of Principal) ` v By: Liberty Mutual Insurance Company Sophmte Hunter (Signature of Attorney -of -Fact) *Attach Power of Attorney (Surety) for Attorney -in -Pact END OF SECTION QTY OF FORT WORTH STANDARD CONSTRUCTION BID BOND FORM — DEVELOPER AWARDED PROJECTS Impressed Surety Seal Only 00 43 13 Bid Bond DAP Form Version April 2, 2014 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Liberty Mutual Insurance Company LirtXThe Ohio Casualty Insurance Company Certificate No: 8205467-022020 10�Alutug. West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Don E. Cornell; Joshua Saunders; Kelly A. Westbrook; Mikaela Peppers; Ricardo J. Reyna; Robbi Morales, Sophinie Hunter; Tina McEwan; Tonic Petranek all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 23rd day of April 2021 Liberty Mutual Insurance Company INSU,p `11 1NS& 5N5UR The Ohio Casualty Insurance Company �JdGoaror�TgyC, y�leGoaPo r, VP`0Rropgrgy, West American Insurance Company 3 �o Q 3 �o c� a• a Fo c" 19 0 1919 M 1997 t O Q Q d�935*ay0 LD 4cdAMPEa,, By: � = U m c� David M. Carey, Assistant Secretary Cr M State of PENNSYLVANIA — :3 N County of MONTGOMERY 0 3 On this 23rd day of April 2021 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance M m 5 Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. � co 3 IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. ca c'rn - N PAa D 0 P pN1y ��C Commonwealth of Pennsylvania - Notary Seal }SZ v D 0 �1`rQ`vpg}ih y Teresa Pasteila, Notary Public 4) f0 Montgomery county I C 1= O My commission expires March 28.2025 By: �, 0 a) N Commission number 1126044 Member, Pennsylvania&..daiiondNoWaes Teresa Pastella, Notary Public Q O This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual � 0 •� Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: 0 (14 43 ARTICLE IV- OFFICERS: Section 12. Power of Attorney. 06 @ Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the a — fl cc President may prescribe, shaft appoint such attorneys -in -fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety m any and all undertakings, bonds, reeognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall -0 WO O L have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such � w Z c0i instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney -in -fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ti CL ARTICLE All - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation -The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in - fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization - By unanimous consent of the Company's Hoard of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. 1, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 1 l th day of July 2023 . P� INsu POSY INS& a %NsiJP G0RP OpRT +J+� %J 4p4POl�l 'Sy `P G�[yP0/7.q�, 1912 0 0 1919 0 2 1991 0 r'� s y m o a B Y�' gs�gcµu5 a SQ a�MgMPs'��� D 'ry, korAKT' da y Renee C. Llewellyn, Assistant *� y , Secretary LMS-12873 LMIC OCIC WAiC Multi Co 02l21 Liberty mutual.® SURETY TEXAS IMPORTANT NOTICE To obtain information or make a complaint: You may call toll -free for information or to make a complaint at 1-877-751-2640 You may also write to: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439 You may write the Texas Department of Insurance Consumer Protection (I I I-1A) P. O. Box 149091 Austin, TX 78714-9091 FAX: (512) 490-1007 Web: http://www.tdi.texas.aov E-mail: ConsumerProtectionntdi.texas.izov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should first contact the agent or call 1-800-843-6446. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. TEXAS AVISO IMPORTANTE Para obtener information o para someter una queja: Usted puede llamar al numero de telefono gratis para informacion o para someter una queja al 1-877-751-2640 Usted tambien puede escribir a: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 Puede comunicarse con el Departamento de Seguros de Texas para obtener information acerea de companias, coberturas, derechos o quej as al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas Consumer Protection (I I I -IA) P. O. Box 149091 Austin, TX 78714-9091 FAX 4 (512) 490-1007 Web: http://www.tdi.texas.Rov E-mail: ConsumerProtectionntdi.texas.gov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiena una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI) UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de information y no se convierte en parte o condition del documento adjunto. NP 70 68 09 01 LMS-152S2 10115 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of I SECTION 00 4512 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work Tvve" box provide the complete maior work hype and actual descrin_ tion as Drovided bv_ the Water DeDartment for water and sewer and TPW for paviniz. Major Work Type Water, Storm Drainage Sewer Paving Street Lights Contractor/Subcontractor Company Name Gilco Contracting, Inc. Prequalification Expiration Date 19, 1 -b I I A 0'r�. The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: ,&avx qvauv� (Signature)TITLE,} , DATE:. D (�a 126 S 1 7�(Nrvjvr END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 0045 12—Prequalification Statement 2015_DAP 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 104376. Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Gilco Contracting, Inc. Company 6331 Southwest Blvd. Address Benbrook. TX 76132 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § By: �V10,- 11 lLDmeV1 (Please Print) Signature: Title: W lj ppwi h on (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Leia McQuien , 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 Gilco Contractinq, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 15 day of December , 2o23 "" EMMA TURNER }a® � Notary Public, 9" of Toss I n n ) My Commission Expires I�pre �,6 ".`�,•;•• ,� Auguat 12, 2o2s NOTARY ID 1332d4t0 Notary Not Public in and for the State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Alpha Ranch Phase IB City Project No. 04376 005243-1 1 SECTION 00 52 43 Developer Awarded Project Agreement Page 1 of 5 2 AGREEMENT 3 THIS AGREEMENT, authorized on 12/13/2023 is made by and between the Developer, 4 Pulte Homes of Texas, L.P., authorized to do business in Texas ("Developer") , and Gilco S Contracting, Inc., authorized to do business in Texas, acting by and through its duly authorized 6 representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 1S Water Sewer Pavin-e. Draina-ee & Street Liz_ ht Improvements to serve Alpha Ranch Phase IB 16 (also known as Elizabeth Creek Phase 3) 17 City Proiect No. 104376 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 1 70 calendar days after the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 2S City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that Developer 28 will suffer financial loss if the Work is not completed within the times specified in 29 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 30 the Standard City Conditions of the Construction Contract for Developer Awarded 31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not CITY OF FORT WORTH Alpha Ranch Phase IB STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 5 33 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 35 Developer One Thousand Dollars ($1,000) for each day that expires 36 after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the 37 Final Letter of Acceptance. 38 Article 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 40 Documents an amount in current funds of One Million One Hundred Seven Thousand Six 41 Hundred Fourteen Dollars and Fiftv Cents ($1,107,614.50). 42 Article 5. CONTRACT DOCUMENTS 43 5.1 CONTENTS: 44 A. The Contract Documents which comprise the entire agreement between Developer and 45 Contractor concerning the Work consist of the following: 46 1. This Agreement. 47 2. Attachments to this Agreement: 48 a. Bid Form (As provided by Developer) 49 1) Proposal Form (DAP Version) 50 2) Prequalification Statement 51 3) State and Federal documents (project specific) 52 b. Insurance ACORD Form(s) 53 c. Payment Bond (DAP Version) 54 d. Performance Bond (DAP Version) 55 e. Maintenance Bond (DAP Version) 56 f. Power of Attorney for the Bonds 57 g. Worker's Compensation Affidavit 58 h. MBE and/or SBE Commitment Form (If required) 59 3. Standard City General Conditions of the Construction Contract for Developer 60 Awarded Projects. 61 4. Supplementary Conditions. CITY OF FORT WORTH Alpha Ranch Phase IB STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 5 62 5. Specifications specifically made a part of the Contract Documents by attachment or, 63 if not attached, as incorporated by reference and described in the Table of Contents 64 of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 8. Documentation submitted by Contractor prior to Notice of Award. 68 9. The following which may be delivered or issued after the Effective Date of the 69 Agreement and, if issued, become an incorporated part of the Contract Documents: 70 a. Notice to Proceed. 71 b. Field Orders. 72 c. Change Orders. 73 d. Letter of Final Acceptance. 74 Article 6. INDEMNIFICATION 75 76 77 78 79 80 81 82 83 84 85 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 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 anv act, omission or negligence of the citv. 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 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 anv act. omission or negligence of the citv. 95 Article 7. MISCELLANEOUS CITY OF FORT WORTH Alpha Ranch Phase IB STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised June 16, 2016 005243-4 Developer Awarded Project Agreement Page 4 of 5 96 7.1 Terms. 97 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 98 the Construction Contract for Developer Awarded Projects. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the Developer. 102 7.3 Successors and Assigns. 103 Developer and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon DEVELOPER and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. 115 116 7.6 Authority to Sign. 117 Contractor shall attach evidence of authority to sign Agreement, if other than duly 118 authorized signatory of the Contractor. 119 120 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 121 counterparts. 122 123 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 124 125 CITY OF FORT WORTH Alpha Ranch Phase IB STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised June 16, 2016 126 Contractor: Gilco Contracting, Inc. (Signature) (Printed Name) Title:;, Company Name: GIIco Contracting, Inc. Address: 6331 Southwest Blvd. City/State/Zip: Benbrook, TX 76132 12/13/2023 Date Oa5243-5 Developer Awarded Project Agreement Page 5 of 5 Developer: Pulte Homes of Texas, L.P. By • re (Printed Name) Title: Company name: Pulte Homes of Texas, L.P. Address: 9111 Cypress Waters, Suite 100 City/State/Zip: Coppell, TX 75019 12/13/2023 Date CITY Or FORT WORTH :Alpha Ranch Phoxe !A STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised June16,2016 DATE(MM/DD/YYYY) ,a�oRo® CERTIFICATE OF LIABILITY INSURANCE 12/15/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: AOn rusk Services Southwest, Inc. PHONE FAX Dallas TX Office (A/C. No. Ext): (214) 989-0000 (A/C. No.): (214) 989-2530 5005 Lyndon B Johnson Freeway E-MAIL Suite 1500 ADDRESS: Dallas TX 75244 USA INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURERA: Liberty Mutual Fire Ins Co 23035 GilCo Contracting, Inc. INSURER B: Liberty Insurance Corporation 42404 6331 Southwest Blvd. Benbrook TX 76132 USA INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570103054359 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, Limits shown are as requested INSR ADDL SUBR LTR TYPE OF INSURANCE INSD WVD POLICY EFF POLICY EXP POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS B X COMMERCIAL GENERAL LIABILITY TB7z91473015023 06/20/2021 06/20/2024 EACH OCCURRENCE $1,000,000 CLAIMS -MADE OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $100 r 000 X Includes XCU MED EXP (Any one person) $10 , DOD X Includes Contractual Liabillity PERSONAL & ADV INJURY $1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $2 , 000 , 006 POLICY � JECT PRO ❑ LOC PRODUCTS - COMP/OP AGG $2,000,000 OTHER: B AUTOMOBILE LIABILITY A57—z91-473015-013 06/20/2023 06/20/2024 COMBINED SINGLE LIMIT $1,000,000 (Ea accident) X ANY AUTO BODILY INJURY ( Per person) OWNED SCHEDULED BODILY INJURY (Per accident) AUTOS ONLY AUTOS PROr PE DAMAGE X HIREDAUTOS X NON -OWNED TY ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS -MADE (AGGREGATE DED I (RETENTION A WORKERS COMPENSATION AND WC2z91473015033 06/20/2023 06/20/2024 I PERSTATUTE ORTH- EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR/PARTNER/ N X E.L. EACH ACCIDENT $1,000,000 EXECUTIVE OFFICER/MEMBER N / A (Mandatory in NH) ❑ E.L. DISEASE -EA EMPLOYEE $1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $1,000,000 O Z dl w 1= U DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: City Project # 104376 water, Sewer, Paving, Drainage & Street Light Improvements to serve Alpha Ranch Phase 1B 16 (also �S known as Elizabeth Creek Phase 3). City of Fort worth is included as Additional Insured in accordance with the policy provisions of the General Liability and Automobile Liability policies. General Liability policy evidenced herein is Primary anc 91 Non -Contributory to other insurance available to an Additional Insured, but only in accordance with the policy's provisions. A waiver of Subrogation is granted in favor of City of Fort Worth in accordance with the policy provisions of the General Liability, Automobile Liability and workers' Compensation policies. SJ CERTIFICATE HOLDER CANCELLATION Xy SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION ^� DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Y +J T� City Of Fort Worth AUTHORIZED REPRESENTATIVE 200 Texas Street Fort Worth TX 76102 USA A iJGrDfC rJst� d eJ aCeD eJna �� on ©1988.2015 ACORD CORPORATION. All rights reserved ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 06 01 (Ed. 7-84) TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancelation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: 30 2. Notice will be mailed to: Gilco Contracting, Inc. 6331 southwest Blvd Benbrook, TX 76132 This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. WC2-Z91-473015-033 Endorsement No. Insured: Gilco Contracting, Inc.. Premium Insurance Company Liberty Mutual Fire Insurance Company Countersigned by WC420601 (Ed. 7-84) Policy Number: AS7-Z91-473015-013 Issued By: Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART Schedule Name of Other Person(s)/ Email Address or mailing Number Organization(s): address: Days Notice: Per Schedule On File With The 30 Company A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 0105 11 © 2011, Liberty Mutual Group of Companies. All rights reserved Includes copyrighted material of Insurance Services Office, Inc. Page 1 of 1 with its permission. Policy Number TB7-Z91-473015-023 Issued by Liberty Insurance Corp. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY - UMBRELLA COVERAGE FORM A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule of this endorsement. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. Schedule Name of Other Person(s) / Email Address or mailing address: Number Days Notice: Organization(s): Per Schedule On File With The Company Per Schedule On File With The Company 30 LIM 99 01 05 11 © 2011, Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. DATE(MM/DD/YYYY) ,a�oRo® CERTIFICATE OF LIABILITY INSURANCE 12/15/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: AOn rusk Services Southwest, Inc. PHONE FAX Dallas TX Office (A/C. No. Ext): (214) 989-0000 (A/C. No.): (214) 989-2530 5005 Lyndon B Johnson Freeway E-MAIL Suite 1500 ADDRESS: Dallas TX 75244 USA INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURERA: Liberty Mutual Fire Ins Co 23035 GilCo Contracting, Inc. INSURER B: Liberty Insurance Corporation 42404 6331 Southwest Blvd. Benbrook TX 76132 USA INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570103054356 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, Limits shown are as requested INSR ADDL SUBR LTR TYPE OF INSURANCE INSD WVD POLICY EFF POLICY EXP POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS B X COMMERCIAL GENERAL LIABILITY TB7z91473015023 06/20/2021 06/20/2024 EACH OCCURRENCE $1,000,000 CLAIMS -MADE OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $100 r 000 X Includes XCU MED EXP (Any one person) $10 , DOD X Includes Contractual Liabillity PERSONAL & ADV INJURY $1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $2 , 000 , 006 POLICY � JECT PRO ❑ LOC PRODUCTS - COMP/OP AGG $2,000,000 OTHER: B AUTOMOBILE LIABILITY A57-z91-473015-013 06/20/2023 06/20/2024 COMBINED SINGLE LIMIT $1,000,000 (Ea accident) X ANY AUTO BODILY INJURY ( Per person) OWNED SCHEDULED BODILY INJURY (Per accident) AUTOS ONLY AUTOS PROr PE DAMAGE X HIREDAUTOS X NON -OWNED TY ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS -MADE (AGGREGATE DED I (RETENTION A WORKERS COMPENSATION AND WC2z91473015033 06/20/2023 06/20/2024 I PERSTATUTE ORTH- EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR/PARTNER/ N X E.L. EACH ACCIDENT $1,000,000 EXECUTIVE OFFICER/MEMBER N / A (Mandatory in NH) ❑ E.L. DISEASE -EA EMPLOYEE $1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $1,000,000 O Z dl w 1= U riJL DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)` RE: City Project # 104376 water, Sewer, Paving, Drainage & Street Light Improvements to serve Alpha Ranch Phase 1B 16 (also t!� known as Elizabeth Creek Phase 3). Pulte Homes of Texas, L.P. is included as Additional Insured in accordance with the policy provisions of the General Liability and Automobile Liability policies. General Liability policy evidenced herein is Primary anc Non -Contributory to other insurance available to an Additional Insured, but only in accordance with the policy's provisions. A J=i waiver of Subrogation is granted in favor of Pulte Homes of Texas, L.P. in accordance with the policy provisions of the General l Liability, Automobile Liability and workers' Compensation policies. Z;y MI CERTIFICATE HOLDER CANCELLATION? SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Z+ Fr Pulte Homes Of Texas, L.P. AUTHORIZED REPRESENTATIVE F-S 9111 Cypress waters, Suite 100 On Tx 75019 USA (�� IV. �JG rDfc c/sG etrcad eJar�tf acerb eJ na �� ©1988.2015 ACORD CORPORATION. All rights reserved ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 06 01 (Ed. 7-84) TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancelation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: 30 2. Notice will be mailed to: Gilco Contracting, Inc. 6331 southwest Blvd Benbrook, TX 76132 This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. WC2-Z91-473015-033 Endorsement No. Insured: Gilco Contracting, Inc.. Premium Insurance Company Liberty Mutual Fire Insurance Company Countersigned by WC420601 (Ed. 7-84) Policy Number: AS7-Z91-473015-013 Issued By: Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART Schedule Name of Other Person(s)/ Email Address or mailing Number Organization(s): address: Days Notice: Per Schedule On File With The 30 Company A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 0105 11 © 2011, Liberty Mutual Group of Companies. All rights reserved Includes copyrighted material of Insurance Services Office, Inc. Page 1 of 1 with its permission. Policy Number TB7-Z91-473015-023 Issued by Liberty Insurance Corp. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY - UMBRELLA COVERAGE FORM A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule of this endorsement. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. Schedule Name of Other Person(s) / Email Address or mailing address: Number Days Notice: Organization(s): Per Schedule On File With The Company Per Schedule On File With The Company 30 LIM 99 01 05 11 © 2011, Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Bond #022238147 006213-1 PERFORMANCE BOND Pagel of 3 1 SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Gilco Contractina. Inc., known as "Principal" herein and 8 Liberty Mutual Fire Insurance Company , a corporate surety(sureties, if more than 9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 10 or more), are held and firmly bound unto the Developer, Pulte Homes of Texas. LP. authorized to 11 do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation 12 ("City"), in the penal sum of, One Million One Hundred Seven Thousand Six Hundred Fourteen 13 Dollars and Fifty Cents ($1.107.614.50), 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 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 Agreement, 19 CFA Number 23-0168 and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 21 the 15 day of December , 20 23, which Contract is hereby referred to and made a 22 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 23 and other accessories defined by law, in the prosecution of the Work, including any Change 24 Orders, as provided for in said Contract designated as Water, Sewer, Paving, Drainage & Street 25 Light Improvements to serve Alpha Ranch Phase 1 B 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects duly and 28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH Alpha Ranch Phase I B STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 3 1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the 15 day of 9 December .2o23. 10 11 12 13 14 15 T, 16�r 17 (Principal) Secretary 18 19 20 �Wt) fVlat 21 22 Witness as to Principal 23 24 25 26 27 28 29 PRINCIPAL: Gilco Contracting. Inc. BY: " - -- Signature Leia McQuien, Vice President, Operations Name and Title Address: 6331 Southwest Blvd. Benbrook. TX. 76132_ SURETY: Liberty Mutual Fire Insurance Company BY: Signature CITY OF FORT WORTS[ Alpha Ranch Phase I B STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Chy Project No. 104376 Revised Januaiy 3 1, 2012 1 2 3 4 5 6 7 8 9 10 11 �� ti `\sat1� era v 12 Witness as to Surety 13 14 15 006213-3 PERFORMANCE BOND Page 3 of 3 Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 Telephone Number: 214-989-0000 16 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 17 from the by-laws showing that this person has authority to sign such obligation. If 18 Surety's physical address is different from its mailing address, both must be provided. 19 20 The date of the bond shall not be prior to the date the Contract is awarded. 21 CITY OF FORT WORTH Alpha Rauch Phase 1 B STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised Januaiy 31, 2012 Bond #022238147 006214-1 PAYMENT BOND Page 1 of 3 1 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, Gilco Contractine, Inc.. known as "Principal" herein, and 8 Liberty Mutual Fire Insurance Company , a corporate surety ( or 9 sureties if more than one), duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Pulte 11 Homes of Texas. LP. authorized to do business in Texas "(Developer"), and the City of Fort 12 Worth, a Texas municipal corporation ("City"), in the penal sum of One Million One Hundred 13 Seven Thousand Six Hundred Fourteen Dollars and Fifty Cents ($1.107.614.50),lawful money of 14 the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum 15 well and truly be made jointly unto the Developer and the City as dual obligees, we bind 16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents: 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth, by and through a Community Facilities 20 Agreement, CFA Number _23-0168 ; and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 15 day of December , 20 23 , which Contract is hereby 23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 25 Work as provided for in said Contract and designated as Water, Sewer, Paving, Drainage & Street 26 Light Improvements to serve Alpha Ranch Phase 1 B. 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTH Alpha Ranch Phase l B STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Ciiy Project No. 104376 Revised January 31, 2012 006214-2 PAYMENT BOND Page 2 of 3 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 15 day of 6 December 20 23 . 7 ATTEST: (Principal) Secretary Witness as to Principal PRINCIPAL: Gilco Contracting, Inc. Signature Leia McQuien, Vice President, Operations Name and Title Address: 6331 Southwest Blvd. Benbrook, TX 76132 SURETY: Liberty Mutual Fire Insurance Company ATTEST: BY; CITY OF FORT WORTH Alpha Ranch Phase 18 STANDARD CITY CONDITIONS -- DEVELOPER AWARDED PROJECTS Ciry Project No. 104376 Revised January 31, 2012 (Surety) Secretary Witness as to Surety 1 006214-3 PAYMENT BOND Page 3 of 3 Signature Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 Telephone Number: 214-989-0000 2 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 3 bylaws showing that this person has authority to sign such obligation. If Surety's physical 4 address is different from its mailing address, both must be provided. 5 6 The date of the bond shall not be prior to the date the Contract is awarded. 7 END OF SECTION 8 CITY OF FORT WORTH Alpha Ranch Phase 1B STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Projecl No. 104376 Revised January 31, 2012 Bond 4022238147 00 62 19 -1 MAINTENANCE BOND Page 1 of 4 1 SECTION 00 62 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we. Gilco Contracting. Inc, known as "Principal" herein and 8 Liberty Mutual Fire Insurance Company , a corporate surety (sureties, if more than 9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 10 or more), are held and firmly bound unto the Developer Pulte Homes of Texas. LP; authorized to 11 do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation 12 ("City"), in the sum One Million One Hundred Seven Thousand Six Hundred Fourteen Dollars. 13 and Fiftv Cents ($1,107,614.50), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the 15 Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, 16 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 17 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 20 CFA Number 23-0168 ; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer 22 awarded the_ day of December , 2023 , which Contract is 23 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment labor and other accessories as defined by law, in the prosecution of the 25 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 26 the "Work") as provided for in said Contract and designated as Water Sewer, Paving, Drainage & 27 Street Light Improvements to serve Alpha Ranch Phase IB; and 28 29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 30 accordance with the plans, specifications and Contract Documents that the Work is and will CITY OF FORT WORTH Alpha Ranch Phase I B STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Ciq, Project No. 104376 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 4 1 remain free from defects in materials or workmanship for and during the period of two (2) years 2 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 3 4 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 5 upon receiving notice from the Developer and/or City of the need thereof at any time within the 6 Maintenance Period. 7 8 NOW THEREFORE, the condition of this obligation is such that if Principal shall 9 remedy any defective Work, for which timely notice was provided by Developer or City, to a 10 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 11 remain in full force and effect. 12 13 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 14 noticed defective Work, it is agreed that the Developer or City may cause any and all such 15 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 16 by the Principal and the Surety under this Maintenance Bond; and 17 18 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 19 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 20 Worth Division; and 21 22 PROVIDED FURTHER, that this obligation shall be continuous in nature and 23 successive recoveries may be had hereon for successive breaches. 24 25 26 CITY OF FORT WORTH Alpha Ranch Phase 1B STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised Januaiy 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 4 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 15 day of 3 December , 20 23 . 4 5 6 7 8 9 10 11 12 13 ATTEST: p. n 14 J •`, VV+0'V 15 g 16 17 (Principal) Secretary. 18 19 20 21 22 23 24 , Witness as to Principal 25 26 27 28 29 30 PRINCIPAL: Gilco Contracting, Inc. Signature Leia McQuien, Vice President, Operations Name and Title Address: 6331 Southwest Blvd. Benbrook, TX 76132 SURETY: Liberty Mutual Fire Insurance Company C CITY OF FORT WORTH Alpha Ranch Phase IB STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City, Project No. 104376 Revised Januaiy 31, 2012 006219-4 MAINTENANCE BOND Page 4 of 4 2�A�Y3y BY- 3 Signature 4 5 6 Sophinie Hunter, Attorney -In -Fact 7 ATTEST: Name and Title 8 9 J'Li"t. Address: 10 11 (Surety) Secretary 12 2200 Renaissance Blvd., Suite 400 13 14 , �. King of Prussia, PA 19406 15 16 Witness as to Surety Telephone Number: 214-989-0000 17 18 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 19 fi•om the by-laws showing that this person has authority to sign such obligation. If 20 Surety's physical address is different from its mailing address, both must be provided. 21 22 The date of the bond shall not be prior to the date the Contract is awarded. 23 CITY OF FORT WORTH Alpha Ranch Phase I STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Ciq, Project No. 104376 Revised January 31, 2012 vi m c _m aCo m � U N O Fu O > mo a o'U m) 09) do 6.2 c to tv N ca N ` �� O.E E N `o is This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Liberty Mutual Fire Insurance Company Certificate No: 8205468-022020 Alutum. Wausau, Wisconsin SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: Liberty Mutual Fire Insurance Company, being a Wisconsin Corporation having its principal office in the City of Wausau, State of Wisconsin does hereby make, constitute and appoint Don E. Cornell; Joshua Saunders; Kelly A. Westbrook; Mikaela Peppers; Ricardo J. Reyna; Robbi Morales; Sophinie Hunter; Tina McEwan; Tonie Petranek all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attorneys) -in -fact, with full power and authority hereby conferred in theidits name, place and stead, to sign, execute, acknowledge and deliver in their/its behalf, and as their/its act and deed, without power of redelegation, as follows: Bonds, undertakings, recognizances, contracts of indemnity, and all other surety obligations, as required, unlimited as to Dollar amount and to bind the Company(ies) making this appointment thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Company(ies), and all the acts of said attorney(s), pursuant to the authority herein given, are hereby ratified and confirmed. AUTHORITY FOR MAKING APPOINTMENT OF ATTORNEYS -IN -FACT Appointment of Attorneys -in -Fact by Liberty Mutual Fire Insurance Company are made pursuant to Article V, Section 10 of Liberty Mutual Fire Insurance Company's By -Laws, as amended and by Unanimous Consent of the Board of Directors dated May 21st, 2013. Further, the President of Liberty Mutual Fire Insurance Company, executed a Delegation of Authority and authorized the assistant secretary signing below to appoint attorneys -in -fact as may be necessary to act on behalf of Liberty Mutual Fire Insurance Company to make vi execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances, and other surety obligations. 0 co IN WITNESS WHEREOF, Liberty Mutual Fire Insurance Company has caused these presents to be signed by its authorized representatives, and its Corporate Seal to be hereto affixed, c this 23rd day of April 2021. E E State of PENNSYLVANIA ss County of MONTGOMERY The foregoing instrument was acknowledged before me this 23rd day of April Insurance Company. PAF''''v r��"y ;�3�•' CERTIFICATE 0 Liberty Mutual Fire Insurance Company CU FyRE INS, 4_-� Py onvoka R9 �J rd k'ScoNs`a a BY: / O rA David M. Carey, Assistant Secretary a O `oE °' Attest: n i7 ` <C o Heather B. Magee o 0 - N. a)N 00 o� a rb 2021 by David M. Carey, an authorized representative of Liberty Mutual Fire Insurance 0 C 0— CO m— � U C Commonwealth of Pennsylvania - Notary Sea(I O N Teresa Pastella, Notary Public �� p tn Montgomery County My commission expires March 28, 2025 1 By: �/I.CkA�dJ 0 C L p- Commission number 1126044 Teresa Pastella, Notary Public Member, Pennsylvania Association of Notaries I, the undersigned, an Assistant Secretary of Liberty Mutual Fire Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the said power of attorney was one of the officers or officials specially authorized by the Board of Directors to appoint attorneys -in -fact as provided in the Unanimous Consent and Vote of the Board of Directors of Liberty Mutual Fire Insurance Company dated May 21, 2013. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the Board of Directors of Liberty Mutual Fire Insurance Company evidenced by the Unanimous Consent and Vote of the Board of Directors dated June 28, 2006 wherein it was VOTED that the signatures of such officers and the seat of the Company maybe affixed to any such power of attorney or to any certificate refatiny thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature and facsimile seal shall be valid and binding upon the Coropany +hen so affixed and in the future with respect to any surety undertakings, bonds, recognizances and other surety obligations to which it is attached. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, affixed, this day of __ LMS-22023 03121 ,%VLE INSr, -I Jc `oNPORyr \0S�e m By: 19 T o Renee C, Llewellyn, Assistant Secretary ~d k'scotA a3 d017 * Fed TEXAS IMPORTANT NOTICE To obtain information or make a complaint: You may call toll -free for information or to make a complaint at 1-877-751-2640 You may also write to: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439 You may write the Texas Department of Insurance Consumer Protection (I I I-1A) P. O. Box 149091 Austin, TX 78714-9091 FAX: (512) 490-1007 Web: htto://www.tdi.texas.aov E-mail: ConsumerProtection4tdi.texas.aov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should first contact the agent or call 1-800-843-6446. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. NP 70 68 09 Ol LMS-15292 10/15 TEXAS AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis para informacion o para someter una queja al 1-877-751-2640 Usted tambien puede escribir a: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerea de companias, coberturas, derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas Consumer Protection (I I1-1A) P. O. Box 149091 Austin, TX 78714-9091 FAX 4 (512) 490-1007 Web: httn://www.tdi.texas.aov E-mail: ConsumerProtectiong.,.tdi.texas.aov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiena una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI) UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicidn del documento adj unto. INDEPENDENT UTILITY CONSTRUCTION, INC. 00 42 43_SpecBook Proposal Form DAP - BID PROPOSAL Page 1 of 1 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Quantity Unit Price Bid Value No. Section No. Measure UNIT V: STREET LIGHTING IMPROVEMENTS 47 2605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 LF 1,685 $21.75 $36,648.751 48 3441.305 Furnish/Install LED Lighting Fixture (70 watt ATBO Cobra Head) 3441 20 EA 19 $373.00 $7,087.001 49 3441.3301 Rdwy Ilium Foundation TY 1,2, and 4 34 41 20 EA 19 $1,870.00 $35,530.001 50 3441.3351 Furnish/Install Rdway Ilium TY 11 Pole 34 41 20 EA 19 $2,375.00 $45,125.001 51 3441.1646 Furnish/Install Type 33B Arm 3441 10 EA 19 $290.00 $5,510.001 52 3441.141 NO 10 Insulated Elec Condr 3441 10 LF 3,370 $1.88 $6,335.601 TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $136,236.351 UNIT VI: STREET SIGNS IMPROVEMENTS 1 53 13441.4006 Install Alum Sign Ground Mount 13441 30 1 EA I5 TOTAL UNIT VI: STREET SIGNS IMPROVEMENTS Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: PAVING IMPROVEMENTS UNIT IV: STORM DRAIN IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS $136,236.35 UNIT VI: STREET SIGNS IMPROVEMENTS Total Bid $136,236.35 Performance, Payment & 2-year, 100% Maintenance Bonds** $2,508.00 Grand Total $138,744.35 **PLEASE NOTE: BONDS ARE NOT A BID ITEM** This Bid is submitted by the entity named below: BIDDER: BY: RI rd W�oJlf�jea/ Independent Utility Construction, Inc. ���� ` C 5109 Sun Valley Dr. �1 Fort Worth, TX 76119 TITLE: President DATE: 12/11 /2023 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 35 calendar days after the date when the CONTRACT commences to run as provided in the General Conditions. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version April 2, 2014 CEN19006.01 b-Independent Bid BID BOND The American Institute of Architects, AIA Document No. A310 (February, 1970 Edition) KNOW ALL MEN BY THESE PRESENTS, that we Independent Utility Construction, Inc. as Principal hereinafter called the Principal, and Westfield Insurance Company as Surety, hereinafter called the Surety, are held and firmly bound unto Tradition Municipal Utility District No. 2B of Denton County, TX as Obligee, hereinafter called the Obligee, in the sum of .Five Percent of Bid Amount (5%) Dollars (T --------------------- ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Street Light Facilities to serve Tradition, Central Phase 3B NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 13th day of July 2023 INDE DENT UTILITY CONSTRUCTION, INC. Princi (Sea]) By: �c�� Name/Title WESTFIE D INSURANCE COMPANY rety (Seal) By: AeW.e ey Attorney -in -Fact THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER SFAWNu I HIZ> SAML POWER # AND ISSUED PRIOR TO 04/20/11, FOR ANY PERSON OR PERSONS NAMED BELOW- Generai Power of Attorney POWER NO. 4220052 06 Westfield Insurance Co. Westfield National Insurance Co. Ohio Farmers Insurance Co. CERTIFIED COPY 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 or the State of Ohio, and having its pr[Ocipal office in Westfield Center, Medina County, Ohio, do by these presents make, constitute and appoint CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, JOINTLY OR SEVERALLY of FORT WORTH and State of TX its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of suretyship- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 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 it 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)-i n- 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(s)-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 any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary." "Be 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 S, 2000). In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their Senior Executive and their corporate seats to be hereto affixed this loth day of APRIL A.D., 2011 . Corporate s�•aSifR�(��^•,` AL� Seals ` «....,,,• ♦ �C v sirs •. „ �S�IIS(J WESTFIELD INSURANCE COMPANY Affixed? ss. ti: p•.GA=. 3'` "�f'�+ WESTFIELD NATIONAL. INSURANCE COMPANY N: ,�i_3 j SEAL r TRF4�a OHIO FARMERS INSURANCE COMPANY x�' =n =� SEAL :m- s— _ k 7f.,' rse.f f1 :Or =�l: iii4�i .+•.... k State of Ohio Richard L. Kinnaird, Jr., National Surety Leader and County of Medina ss.: Senior Executive On this loth day of APRIL A.D., 2011 , before me personally came Richard L. Kinnaird, Jr. to me known, who, being by me duly sworn, did depose and say, that he resides -in Medina, Ohio; that he is 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 �, .«.,.w•,,, Seat eQ�, A h ' Affixed(P - A it William J. Kahelin, A rney at Law, Notary Public State of Ohio S ID .r+ o My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) County of Medina ss.: t , 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 Witness Whereot, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this 13th day of July A °.2023 �gk%uR.c,� w�O ffr'��'• may; ��•'zc°' ��ONA[-,N•. -�M M: r-' SEAL = sue'. O: °'lank„u••'••�• �r`aS%SU,,r e.t%ARTWj 1848 f k ! Secretary Frank A. Carrina, Secretary BPOAC2 (combined) (06-02) 0045 12 DAP PREQUALIFICATION STATEMENT Page I of I SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work Tvne" box provide the complete maior work "e and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name I Prequalification Expiration Date Water, Storm Drainage Sewer Paving Street Lights Independent Utility Construction, Inc. I 02/27/2025 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: BY ichard Wolfe ignature) TITLE: President DATE:12-15-2023 END OF SECTION CITY OF FORT WORTH 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 UAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 104376. Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 9 CONTRACTOR: 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Independent Utility Construction, Inc. By: hard Wolfe Company (Please Print) 5109 Sun Vallev Dr Signature: � Address CD Fort Worth. TX 76119 Title: President City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OFTARRANT § 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 Utility Construction. Inc. for the purposes and consideration therein expressed and in the capacity therein stated. CEN DER MYHAND ANA SAL OF OFFICE this ._ day of rn f'/Y .20_A """ pY '' CHRISTINA GARCIA `�o�PPVR� i :Notary Public, State of Texasr� Comm. Expires 12-20-2024 Of Notary Notary ID 130940785 Notary Public in and for the State of Texas END OF SECTION CITY OF FORT WORTH Alpha Ranch Phase IB STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 04376 Revised April 2, 2014 005243-1 1 SECTION 00 52 43 Developer Awarded Project Agreement Page 1 of 5 2 AGREEMENT 3 THIS AGREEMENT, authorized on 12/15/2023 is made by and between the Developer, 4 Pulte Homes of Texas. L.P., authorized to do business in Texas ("Developer") , and Independent S Utility Construction. Inc., authorized to do business in Texas, acting by and through its duly 6 authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 1S Water Sewer Pavin-e. Draina-ee & Street Liz_ ht Improvements to serve Alpha Ranch Phase IB 16 (also known as Elizabeth Creek Phase 3) 17 City Proiect No. 104376 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within {35 calendar days after the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 2S City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that Developer 28 will suffer financial loss if the Work is not completed within the times specified in 29 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 30 the Standard City Conditions of the Construction Contract for Developer Awarded 31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not CITY OF FORT WORTH Alpha Ranch Phase IB STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 5 33 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 35 Developer One Thousand Dollars ($ 1,000) for each day that expires 36 after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the 37 Final Letter of Acceptance. 38 Article 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 40 Documents an amount in current funds of One Hundred Thirtv six Thousand Two Hundred 41 Thirtv Six Dollars and Thirtv Five Cents ($136.236.35). 42 Article 5. CONTRACT DOCUMENTS 43 5.1 CONTENTS: 44 A. The Contract Documents which comprise the entire agreement between Developer and 45 Contractor concerning the Work consist of the following: 46 1. This Agreement. 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. CITY OF FORT WORTH Alpha Ranch Phase 1B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City ProjeclNo. 104376 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 5 62 5. Specifications specifically made a part of the Contract Documents by attachment or, 63 if not attached, as incorporated by reference and described in the Table of Contents 64 of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 8. Documentation submitted by Contractor prior to Notice of Award. 68 9. The following which may be delivered or issued after the Effective Date of the 69 Agreement and, if issued, become an incorporated part of the Contract Documents: 70 a. Notice to Proceed. 71 b. Field Orders. 72 c. Change Orders. 73 d. Letter of Final Acceptance. 74 Article 6. INDEMNIFICATION 75 76 77 78 79 80 81 82 83 84 85 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 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 anv act, omission or negligence of the citv. 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 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 anv act. omission or negligence of the citv. 95 Article 7. MISCELLANEOUS CITY OF FORT WORTH Alpha Ranch Phase IB STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised June 16, 2016 005243-4 Developer Awarded Project Agreement Page 4 of 5 96 7.1 Terms. 97 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 98 the Construction Contract for Developer Awarded Projects. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the Developer. 102 7.3 Successors and Assigns. 103 Developer and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon DEVELOPER and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. 115 116 7.6 Authority to Sign. 117 Contractor shall attach evidence of authority to sign Agreement, if other than duly 118 authorized signatory of the Contractor. 119 120 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 121 counterparts. 122 123 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 124 125 CITY OF FORT WORTH Alpha Ranch Phase IB STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised June 16, 2016 005243-5 its Contractor: Independent Utility Construction, Inc. By: (Signature) Richard Wolfe (Printed Name) Title: President Company Name: Independent Utility Constr€fiction, Inc. Address: 5 109 Sun Valley Dr. City/State/Zip: Fort Worth, TX 76119 Date •'gQ`p dR'Q�z��: F- C) SEAL `a`€TEMS,"����� Developer Awarded Project Agreement Page 5 of 5 Developer: _Pulte Homes of Texas, L.P. By: ( gnature) (Printed Name) Title: UP m4- Company name: Pulte Homes of Texas, L.P, Address: 9111 Cypress Waters, Suite 100 City/State/Zip: Coppeil, TX 75019 12/15/2023 Date CITY OF FORT WORTH Alpha Ranch Please 1B STANDARD CONSTRiiCTION SPECIFICATION DOCUMENTS -- DEVELOPER AWARDED PROJECTS City M-oject,Yo. 104376 Revised June 16, 2016 DI CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 10/24/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER (CONTACT Rebecca Mata NAME: The Sweeney Company I PHONE Extl: (817) 457-6700 I FAX, No): (817) 457-7246 1121 E. Loop 820 South I ADDRESS: Rebecca@thesweeneyco.com P O BOX 8720 INSURER(S) AFFORDING COVERAGE Fort Worth TX 76124-0720 I INREsu Am Cas Co of Reading PA INSURED INDEPENDENT UTILITY CONSTRUCTION, INC. 5109 SUN VALLEY DR R A. INSURER B : Continental Casualty Co INSURER C : Continental Insurance Co INSURER D : Texas Mutual Insurance Company INSURER E : FORT WORTH TX 76119 I INSURER F : COVERAGES CERTIFICATE NUMBER: 23-24 Genl REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR LTR TYPE OF INSURANCE I INSD WVD POLICY NUMBER POLICY EFF POLICY EXP (MMIDDIYYYYI (MMIDD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY = CLAIMS -MADE ❑X OCCUR X Contractual A X XCU 6076055350 GEN'LAGGREGATE LIMIT APPLIES PER: POLICY ECT LOC X OTHER: $11000 Ded per PO Occ. AUTOMOBILE LIABILITY X ANY AUTO B OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY X UMBRELLALIAB X OCCUR C EXCESS LIAB CLAIMS -MADE DED I XI RETENTION $ 10,000 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N D ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? F­N] N / A (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below 6076055364 7063371403 0010713602 NAIC # 20427 20443 35289 22945 EACH9PGt1RRENE -E (7 I$ 1,000,000 DAMA RENTED PREMISES (Ea occurrence) 100,000 $ I MED EXP (Any one person) $ 15,000 10/31/2023 10/31/2024 I PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OPAGG $ 2,000,000 Employee Benefits $ 1,000,000 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) I $ 10/31/2023 10/31/2024 I BODILY INJURY (Per accident) I $ PROPERTY DAMAGE (Per accident) I $ I$ EACH OCCURRENCE $ 3,000,000 10/31/2023 10/31/2024 (AGGREGATE $ 3,000,000 �$ I XI PER STATUTE I I I EERH E.L. EACH ACCIDENT 10/31/2023 10/31/2024 I $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 I E.L. DISEASE - POLICY LIMIT I $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) City Project No. 104376 Water, Sewer, Paving, Drainage & Street Light Improvements to serve Alpha Ranch Phase 1 B (also known as Elizabeth Creek Phase 3). WC, GL & auto include a blanket automatic waiver of subrogation endorsement & the GL, auto include a blanket automatic additional insured endorsement providing additional insured & waiver of subrogation status to the certificate holder only when there is a written contract between the named insured & the certificate holder that requires such status. The additional insured endorsements contains special primary & noncontributory wording. Umbrella follows form. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN CITY OF FORT WORTH ACCORDANCE WITH THE POLICY PROVISIONS. 200 TEXAS ST AUTHORIZED REPRESENTATIVE FORT WORTH TX 76102 I @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD ACC>R0li CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) I 10/24/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER I CONTACT Rebecca Mata NAME: The Sweeney Company I PnHicNo. Ext): (817) 457-6700 I (NC, No): (817) 457-7246 1121 E. Loop 820 South ADDRESS: Rebecca@thesweeneyco.com P O BOX 8720 I INSURER(S) AFFORDING COVERAGE NAIC # Fort Worth TX 76124-0720 I INSURER A: Am Cas Co of Reading, PA I 20427 INSURED INSURER B: Continental Casualty CO I 20443 INDEPENDENT UTILITY CONSTRUCTION, INC. I INSURER C : Continental Insurance Co I 35289 5109 SUN VALLEY DR I INSURER D : Texas Mutual Insurance Company 22945 INSURER E : FORT WORTH TX 76119 I INSURER F : COVERAGES CERTIFICATE NUMBER: 23-24 Genl REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR LTR TYPE OF INSURANCE I INSD WVD POLICY NUMBER POLICY EFF POLICY EXP (MM/DDlYYYYI (MMlDDIYYYY) LIMITS X COMMERCIAL GENERAL LIABILITY I 1,000,000 CLAIMS -MADE OCCUR EACH OCCURRENCE DAMAGE TO RENTEDI $ 100,000 PREMISES (Ea occurrence) $ X Contractual 15,000 A X XCU 6076055350 10/31/2023 MED EXP (Any one person) 10/31/2024 I PERSONAL & ADV INJURY $ I $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: ❑ X PROJECT ❑ I GENERAL AGGREGATE Is 2,000,000 POLICY LOc PRODUCTS - COMP/OP AGG I 2,000,000 $ X OTHER: $1,000 Ded per PD Occ. I Employee Benefits I $ 1,000,000 AUTOMOBILE LIABILITY I COMBINED SINGLE LIMIT $ 1,000,000 X ANY AUTO (Ea accident) BODILY INJURY (Per person) I $ B OWNED SCHEDULED AUTOS ONLY AUTOS 6076055364 10/31/2023 10/31/2024 I BODILY INJURY (Per accident) $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY q PROPERTY DAMAGE I (Per accident) I $ Is UMBRELLA LIAB X OCCUR II I I EACH OCCURRENCE Is 3,000,000 C EXCESS LIAB CLAIMS -MADE 7063371403 10/31/2023 10/31/2024 I AGGREGATE Is 3,000,000 I DED I XI RETENTION $ 10,000 I I Is WORKERS COMPENSATION XI I AND EMPLOYERS' LIABILITY Y/N SPER TATUTE I I ERH I D ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ N/A 0010713602 10/31/2023 10/31/2024 I E.L. EACH ACCIDENT Is 1,000,000 (Mandatory in NH) E.L. DISEASE I 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ I $ 11000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) City Project No. 104376 Water, Sewer, Paving, Drainage & Street Light Improvements to serve Alpha Ranch Phase 1 B (also known as Elizabeth Creek Phase 3). WC, GL & auto include a blanket automatic waiver of subrogation endorsement & the GL, auto include a blanket automatic additional insured endorsement providing additional insured & waiver of subrogation status to the certificate holder only when there is a written contract between the named insured & the certificate holder that requires such status. The additional insured endorsements contains special primary & noncontributory wording. Umbrella follows form. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PULTE HOMES OF TEXAS LP ACCORDANCE WITH THE POLICY PROVISIONS. 9111 CYPRESS WATERS BLVD SUITE 100 AUTHORIZED REPRESENTATIVE COPPELL TX 75019 I ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 0061 13- 1 PERFORMANCE BOND Paiw I o1'2 Bond No. 377556X I 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 Consh'uction, 111C. , known as "Principal" herein and 8 Westfield Insurance Company , a corporate surety(sureties, 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, Pulte Homes of Texas. L.P., authorized to do I I business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation 12 ("City"), in the penal sum of, One Hunched 'Thirty -Six Thousand, Two Hundred Thirtv-Six Dollars 13 & Thirtv-Five Cents ($136,236.35) lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas for the payment of which sum well and truly to be made, jointly unto the 15 Developer and the City as dual obliges, we bind ourselves, our heirs, executors, administrators, 16 successors and assigns, jointly and severally, firmly by these presents. 17 WHEREAS, Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 19 CFA Number 23-0168 ; and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer 21 awarded the 15 day of December _, 2023 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 Liahtina lmnrovements to serve Aloha 25 Ranch Phase 1 B. 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 effect. 32 33 CITY OF FORT WORTI I Alpha Ranch Phase I B STANDARD CITY CONDITIONS — DEVE1.013ER AWARDED PRoiEc,rs City Project No. 104376 Revised January 31. 2012 0061 13-2 PERFORMANCE BOND Pa_c 2 ol'2 Bond No. 377556X I PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code. as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this 8 instrument by duly authorized agents and officers on this the 15 day r,r December 2023 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 A T T: (Prince ) Secretary Richar Wolfe n itness as to Principal Christina Garcia Witness s to Surety Elizabeth Gray PRINCIPAL: INDEPEND T UTILITY CONSTR ION, INC. BY: Sigtill fare `/ Richard Wolfe. President Name and Title Address: 5109 Sun Vallev Drive Fort Worth, Texas 76119 SURETY: WESTFIELD INSURANCE COMPANY BY: /S-i&gnatu're,t! Kvle W. Sweenev. 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 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 WORTI I Alpha Ranch Phase I STANDARD CITY CONDFI IONS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised Januan31. 2012 0061 la -i PAYMIiN-I- l30ND Peclol2 Bond No. 377556X 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, Incleoendent Utilitv Construction. Inc. , known as "Principal" herein, 8 and Westfield Insurance Company , 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 Pulte Homes of Texas, L.P., authorized I I to do business in Texas ("Developer"), and the City of Fort Worth, a Texas municipal corporation 12 ("City"), in the penal sum of One Hundred Thirty -Six Thousand, Two Hundred Thirtv-Six 13 Dollars & Thirty -Five Cents ($136,236.35) lawful money of the United States, to be paid in Fort 14 Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto 15 the Developer and City as dual obligees, we bind ourselves, our heirs, executors, administrators, 16 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 23-0168 ; and 20 WHEREAS, Principal has entered into a certain written Contract with Developer, 21 awarded the 15 day of December , 2023 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 LiQhtin. Improvements to serve AlDha Ranch Phase 1 B. 25 NOW, THEREFORE, Tl-IE CONDITION OF TI-IIS OBLIGATION is such that if 26 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 27 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 28 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 29 force and effect. 30 CITY OF FORT WORTIl Alpha Ranch Phase I n STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJfiC"rs City Provo No 104376 Revised Januan 3 L 2012 2 3 4 5 6 7 8 9 10 II 12 13 0061 14-2 PAYMENT BONI) Page 2 ol'2 Bond No. 377556X 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 15 day ol' December, 2023 ATTE (Principa Secretary Richar Wolfe Vit'4ness as to Principal Christina Garcia ATTEST: (Surety) Secretary Frank A. Carrino q4itne%a,o Surety Elizabeth Gray PRINCIPAL: INDEPENDE T UTILITY CONSTRU ON. INC. BY: /1? Signature Richard Wolfe. President Name and Title Address: 5109 Sun Valley Drive Fort Worth. Texas 76119 SURETY: WESTFIELD INSURANCE COMPANY BY: Sigr tore Kyle W. Sweeney, 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' WOR'nI STANDARD CITY CONDITIONS — DEVELOPER AWARDED MONTI'S Revised January 31. 2012 All -Alit Ranch Phase I B City Project No. I04376 006219-I MAINTENAN(T BOND Pwu Io13 Bond No. 377556X 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 lndet)endent Utilitv ConStl'UCtiOn. Inc. , known as "Principal" herein and 9 Westfield Insurance Comuany , a corporate surety (sureties, if more than one) duly 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, Pulte Homes of Texas. L.P., authorized to do 12 business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation 13 ("City"), in the sum of One Hundred Thirtv-Six Thousand. Two Hundred Thirtv-Six Dollars & 14 Thirty -Five Cents ($136.236.35) lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the 16 Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, 17 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement, CFA Number 23-0168_; and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the 15 day of December , 2023 which Contract is hereby referred to and 24 a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 25 labor and other accessories as defined by law, in the prosecution of the Work, including any 26 Work resulting from a duly authorized Change Order (collectively herein, the "Work") as 27 provided for in said Contract and designated as Street Litzhting Improvements to serve Alnha 28 Ranch Phase I B; and 29 30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans, specifications and Contract Documents that the Work is and will 32 remain free from defects in materials or workmanship for and during the period of two (2) years 33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 34 CITY OF FORT woR"1-II AlrAv Ranch Maw 113 STANDARD CITY CONDITIONS — DENIT0111T AWARDED PROJECTS City Project No. 104376 Revised January 31. 2012 0002 19-2 MAIN ENANCE BOND Pau 2 of 3 Bond No. 377556x I WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 8 remain in full force and effect. 9 to 12 13 14 15 16 17 18 19 20 21 22 23 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 Alpha Ranch Phase I STANDARD CITY CONDITIONS — DEM—OPER AWARDED PROJECTS City Project No. 10,1376 Revised January 31.2012 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 006219-3 MAINTTiNANCIi BOND I'ase 3 of 3 Bond No. 377556X IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 15 clay of December , 2023 ATTE J�� (Principal) Secretftl6ard Wolfe Witness as to Principal Christina Garcia ATTEST: (Surety) Secretary Frank A. Carrino W fitness s to Surety Elizabeth Gray PRINCIPAL: INDEPENDENT UTILITY CONSTRK710N, INC. BY: _ �]"e Richard Wolfe. President Name and 'Title Address: 5109 Sun Valley Drive Fort Worth, Texas 76119 SURETY: WESTFIELD INSURANCE COMPANY BY: - - Signature Kyle W. Sweeney. Attorney -in -Fact Name and Title Address: 955 Garden Park Drive, Suite 230 Allen. Texas 75013 Telephone Number: 972-516-2600 35 36 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 37 from the by-laws showing that this person has authority to sign such obligation. If 38 Surety's physical address is different from its mailing address, both must be provided. 39 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF FORT WORTH AtrAia Ranch Phan I B s'rANDARD CITY CONDITIONS - DEVELOPER AWARD!') PROJECTS City Proiect No. 104376 Reviwd January 31. 2012 IMPORTANT NOTICE To obtain information or make a complaint: You may call Westfield Insurance Company's and/or Ohio Farmers Insurance Company's toll -free telephone number for information or to make a complaint at: 1-800-368-3597 You may also write to Westfield Insurance Company and/or Ohio Farmers Insurance Company at: 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection(c�tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or Westfield Insurance Company and/or Ohio Farmers Insurance Comapny first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de Westfield Insurance Company's / Ohio Farmers Insurance Company's para informacion o para someter una queja al: 1-800-368-3597 Usted tambien puede escribir a Westfield Insurance Company / Ohio Farmers Insurance Company: 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companies, 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: http://www.tdi. state. tx.us E-mail: Consume rProtection 0.tdi.state. tx.us DISPUTES 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 Met? by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company" and collectively as -Companies," duly organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Ohio, do by these presents make; constitute and appoint CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, DAVID W. SWEENEY, JOINTLY OR SEVERALLY of FORT WORTH and State of TX its true and lawful Attorneys) -in -Fact. with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of suretyship in any penal limit. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OR BANK DEPOSITORY BONDS. and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said 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(s)-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 any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary.' "Be 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 OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their National Surety Leader and Senior Executive and their corporate seats to be hereto affixed this 28th day of SEPTEMBER A.D., 2023 . Corporate xYAA�y"� , ' �(7NA( �" WESTFIELD INSURANCE COMPANY Sealsaa • - •••kC� •Y : •`�Pi.• .... �n pG; ; 'Su�?!!!?1,��;% WESTFIELD NATIONAL INSURANCE COMPANY Affixed �.�v; .ea. td1 o •,-p ,_ ,.�.Ty, ,.�p�f '•;e^n''= OHIO FARMERS INSURANCE COMPANY M: #ro SEAL =rarl.�: •,••. •.'�',►*,f +' ..�..• ►!` i7��ir(,y1`/t.rjjj„/ el State of Ohio """ By County of Medina ss.: Gary W.',�tumper, Nationa}`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, OH; that he is National Surety Leader and Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above instrument: that he knows the seals of said Companies: that the seals affixed to said instrument are such corporate seals: that they were so affixed by order of the Boards of Directors of said Companies: and that he signed his name thereto by like order. Notarial Seal "�f A t `'`•. Affixed A .P' y��}�r//j S� "•; ?' r State of Ohio S 1p ..,'�► o David A. Kotnik, Attorney at Law, Notary Public County of Medina $s.: '% q ��1�;• My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) Te0FO, 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 Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this day of A. D., ,•''�%t)NAI„/, 1NSU ro r.. . Fe ,� SSG aA,��; N JSEALj�tis SEAL:rn : 'ram: O ,a ` ! ..' ' / I .�/l.l.f,.Q Secretary • • �1 + +�• Frank A. Carrino, Secretary BPOAC2 (combined) (03.22) STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8131 I � ���7�� �����������^�� ~��������^���� �'���������`����� ~�� ����� CONSTRUCTION CONTRACT TABLE OF CONTENTS Povu Article l—Defmitionmand Terminology —.'.—.—..'.—'—'—'—'—.—..'.—'---.—'—.—..'.—..—'—'—'—| 1.01 DeffiedTerms ............................................................................................................................... | 1.02 Terminology ----.--------'—.--------'—.—.-------'-------b Article2 — Preliminary Matters ......................................................................................................................... 7 2.01 Copies nfDocuments .................................................................................................................... 7 2.02 Commencement nfContract Tbzue']�nt�otwl»rnc�o� 7 , ---------------------� 2,03 Starting the Work .......................................................................................................................... 0 2.04 Before Starting Construction ........................................................................................................ 8 2.05 Preconstruction Conference .......................................................................................................... 0 2.06 Public Meeting --.---------'--------'--------'—'--'--0 Article 3—Contract Documents: Intent, Amending, Reuse ............................................................................ 0 3.01 Intent .............................................................................................................................................. 0 3.02 Reference Standards ...................................................................................................................... A 3.03 Reporting and Resolving -----'—.—.—'--'--'—.—.—'--'--'—..0 I04 Amending and Supplementing Contract Documents ................................................................. lU 3.05 Reuse ofDocuments ................................................................................................................... IO 3.08 Electronic Data ............................................................................................................................ ll Article 4— Availability ofLands; Subsurface and Physical Conditions; Hazardous Conditions; Reference Points ........................................................................................................... D 4.01 Availability of Lands .................................................................................................................. D 4.02 Subsurface and Physical Conditions ------------------------------l2 4.03 Differing Subsurface or Physical Conditions -------------------------..l2 4.04 Underground Focddjeo -------------------------------------l3 4`05 Reference Points ......................................................................................................................... l4 Article 5—Bonds and Insurance ..................................................................................................................... |6 5.01 Licensed SurcdeaaudIoanzero---------------------------------\h 5.02 Performance, Payment, and Maintenance Bonds ....................................................................... |6 5.03 Certificates nfInsurance ............................................................................................................. l6 5.04 Contractor's Insurance ................................................................................................................ l8 5.05 Acceptance VfBonds and Insurance; Option to 19 Article 6—Contractor's Responsibilities ----------------------------------..lQ 0i01 Supervision and Superintendence -----'--'--'----'--'--'--'--'--'--lg CITY nrFORT WORTH STANDARD CONSTRUCTION mscIF/cxr/ox oncnMsNrm 6i02Labor Hours ................................................................................................................ 2U 6.03 Services, Materials, and Equipment ------------.--------------'-2O 6iO4Project Schedule .......................................................................................................................... 2l 605 Substitutes and ------------------------------.---..2l 0.00 Concerning Subcontractors, Suppliers,and Others .................................................................... 24 6.07 Wage Rates .................................................................................................................................. 25 6`00 Patent Fees and Royalties........................................................................................................... 26 tiUAPermits and Utilities .................................................................................................................... 27 6`10 Laws and Regulations ------'--'—'—.—.--------'--'--'--'—'--'-27 6.11 Taxes ........................................................................................................................................... 2@ 6i12 Use ofSite and Other Areas ....................................................................................................... 20 6i13Record Documents ...................................................................................................................... 29 6.14 Safety and Protection .................................................................................................................. 2Q 615 Safety Representative ---.—.-----------------------------'--30 616 Hazard Communication Programs ............................................................................................. 30 6.17 Emergenciesand/or Rectification -------------------------------.3U 6.18 Submittals .................................................................................................................................... 3l 6`19 Continuing the Work ................................................................................................................... 32 6i20 Contractor's General Warranty and Guarantee -----------------------.-32 6i21 Indemnification --.—'--'----'--'--'---------.---------.—.33 6`22 Delegation ofProfessional Design Services .............................................................................. 34 6.23 Right toAudit. ----.----.—'--'-----.---.----'--------.—.-34 6i24-------.—.—'--'-----'—'----------------35 Article 7—Other Work atthe Site ................................................................................................................... 35 7'01 Related Work atSite ................................................................................................................... 35 Article 8—Citn`u Responsibilities --------'----.----'----'---------'—'30 0.01 Communications tnContractor ................................................................................................... 36 8.02 Furnish Data ................................................................................................................................ 36 8iO3Pay When Due ............................................................................................................................ 36 8.04 Lands and Easements; Reports and Tests ................................................................................... 36 0.05 Change Orders ............................................................................................................................. 36 &Od Inspections,Tests, and Approvals --.---'--'--'----'--'--'----'—'-3h 8.07 Limitations ooCitv,aResponsibilities -----------------------------37 8.00 Undisclosed Hazardous Environmental Condition .................................................................... 37 8.09 Compliancewith Safety Program -------'--'---------'--'—.—.—'--37 Article A—Cif»`mObservation Status During Construction ........................................................ .................. 37 9.01 City`m Project Manager .....----.----.—.—.------.—.—.------.---'37 9.02 Visits toSite ................................................................................................................................ 37 9.03 Authorized Variations iuWork .................................................................................................. 30 9.04 Rejecting Defective Work .......................................................................................................... 30 9.05 Determinations for Work Performed .......................................................................................... ]0 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38 CITY nrFORT WORTH STANDARD CONSTRUCTION mscIF/cxr/ox oncnMsNro Actic}clA— Changesiuthe Work; Claims; Extra Work ................................................................................ 38 10.01Au1horized Changesiuthe Work ............................................................................................... 38 10i02 Unauthorized Changesiuthe Work ........................................................................................... 39 |0.03Execution of Change ()rdcra----------------------------------. 30 |(l04Extra Work .................................................................................................................................. 34 \0.A5Notification tnSurety .................................................................................................................. 3q Article \l—Cost ofthe \�»�'�������y'�u��c��\�m���u ��ay��o�uL 41 ��--� , ��-'-, _---^__--' ------- |[U|CootofthcWork-----.—.--------.—.--------.—.--------.--4| |[U2Allowances .................................................................................................................................. 43 )[03Unit Price Work .......................................................................................................................... 44 11.04Plaua Quantity Measurement ------------.—.—.----.--.---------.45 Article l2— Change ofContract Price; Change ofContract Time ................................................................. 4h 12.01 Change ofContract Price ............................................................................................................ 46 12.02 Change ofContract Time ............................................................................................................ 47 12.03 Delays ------------.--------.—.--------.—.----.—.—.---47 Article l3—Tests and Inspections; Correction, Removal ocAcceptance ofDefective Work ...................... 48 l3.0lNotice ofDefects ........................................................................................................................ 40 l3.0ZAccess toWork ........................................................................................................................... 48 |3.03Tests and Inspections -----------'---------'--------'----''48 13.04Uuo Wodc--------'--'------'--'------'--------.4g 13.05 City May Stop the Work ............................................................................................................. 44 l3.O6Correction ozRemoval ofDefective Work ................................................................................ 5O l3.O7Correction Period ........................................................................................................................ 5O |3.U8Acceptance ofDefective Work ................................................................................................... 5| Article l4—Payments tnContractor and Completion ----------------------------52 \4.A|Schedule nfValues ...................................................................................................................... 52 14.02 ProgressP---'-----'-------'---'-----'------'—.52 14.03Contrao1or^o Warranty ofTitle ................................................................................................... 54 |4.84Partial Utilization ........................................................................................................................ 55 )4.05Final Inspection ........................................................................................................................... 55 |4.A6Final Acceptance ---------------------.----.-----------.55 14.07Fival P-------'-------'--'------'--'--------''5h 14.08 Final Completion Delayed and Partial Retainage Release ........................................................ 56 Article |5— Suspension nfWork and Termination ........................................................................................ 57 15.0| City May Suspend Work .--------.—.-----------.------.—.—'--57 l5.O2 City May Terminate for Cause ................................................................................................... 58 15.03Chy May Terminate For Convenience ....................................................................................... 00 Article |6— Dispute Rcmoluti,n---------------------------------------. 61 CITY OF FORT WORTH STANDARD CONSTRUCTION msc|p|cAnom DOCUMENTS Article17 — Miscellaneous.............................................................................................................................. 62 17.01 Giving Notice.............................................................................................................................. 62 17.02 Computation of Times................................................................................................................ 62 17.03 Cumulative Remedies................................................................................................................. 62 17.04 Survival of Obligations............................................................................................................... 63 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8131 I 007200-1 GENERAL CONDITIONS Page 1 of 63 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. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. 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. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. 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. 11. CalendarDay — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z31 I 007200-1 GENERAL CONDITIONS Page 2 of 63 12. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor 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. 13. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 14. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 15. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 16. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third parry is not a Contract Claim. 18. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 19. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 20. Contract Price —The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 21. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 22. Contractor —The individual or entity with whom City has entered into the Agreement. 23. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23/2021 007200-1 GENERAL CONDITIONS Page 3 of 63 24. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 25. Day or day— A day, unless otherwise defined, shall mean a Calendar Day. 26. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 27. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. 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. 32. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 34. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35. Field Order —A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 4 of 63 37. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 38. General Requirements —Sections of Division 1 of the Contract Documents. 39. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 40. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 41. 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. 42. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 43. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 44. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 45. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs —Polychlorinated biphenyls. 48. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 49. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 5 of 63 50. 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. 51. Project —The Work to be performed under the Contract Documents. 52. Project Manager —The authorized representative of the City who will be assigned to the Site. 53. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 55. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 56. 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. 57. 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. 58. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 59. Site —Lands or areas indicated in the Contract Documents as being furnished by City 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 which are designated for the use of Contractor. 60. 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. 61. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z31 I 007200-1 GENERAL CONDITIONS Page 6 of 63 62. 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. 63. Substantial Completion — The stage in the progress of the Project when the Work is sufficiently complete in accordance with the Contract Documents for Final Inspection. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent— The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 67. 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. 68. 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. 69 UnitPrice Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. 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 Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day —A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. 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. D. 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. E. 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. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 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. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/23%2021 007200-1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 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 of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such 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. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z31 I 007200-1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 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 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; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's on-line electronic document management and collaboration system site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. Ifthere is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23/2021 007200-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time i£ 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown orindicated.- 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. 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 a Hazardous Environmental Condition created byContractororbyanyoneforwhomContractor isresponsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 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 coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, andMaintenance Bonds A. Contractor shall furnish performance and payment bonds, 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 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 5.02.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 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as specified in the Supplementary Conditions which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z31 I 007200-1 GENERAL CONDITIONS Page 17 of 63 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 the Supplementary Conditions 6. 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. 7. 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. 8. 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. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required limes 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%. 10. 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23% I 007200-1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. 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. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 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. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/23% I 007200-1 GENERAL CONDITIONS Page 19 of 63 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. 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 (if identified in the Supplementary Conditions). 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. 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 requirements identified in the Supplementary Conditions. 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. 5.05 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 City shall so notify the Contractor in writing within 10 Business Days afterreceipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the 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 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence 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 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 20 of 63 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. 6.02 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. 6.03 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23/2021 007200-1 GENERAL CONDITIONS Page 21 of 63 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. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 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 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 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 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/23%2021 007200-1 GENERAL CONDITIONS Page 22 of 63 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 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 6.05.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: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) 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; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/23%2021 007200-1 GENERAL CONDITIONS Page 23 of 63 c) 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: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 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 6.05.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 6.05.A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23/2021 007200-1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE 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 MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. 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. E. 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: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23/2021 007200-1 GENERAL CONDITIONS Page 25 of 63 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. F. 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. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. 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 the Contract Documents for the benefit of City. 6.07 Wage Rates 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 31st 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 betweenwages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/23%2021 007200-1 GENERAL CONDITIONS Page 26 of 63 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 agreementbefore the 15th day afterthe date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 lth 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 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. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. 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 resultingfrom CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23/2021 007200-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtainedpermits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23/2021 007200-1 GENERAL CONDITIONS Page 28 of 63 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 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. httvJ/www.window.state.tx.us/taxinfo/taxforms/93-forms.lit" 6.12 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 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 fmish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/23%2021 007200-1 GENERAL CONDITIONS Page 29 of 63 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 6.21, 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, 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 the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. 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. 6.13 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 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. 6.14 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23/2021 007200-1 GENERAL CONDITIONS Page 30 of 63 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 maybe 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 6.14.A.2 or 6.14.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. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 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. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 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 6.18.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 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 32 of 63 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. 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. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23/2021 007200-1 GENERAL CONDITION S Page 33 of 63 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 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 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 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 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. IIIS INDEMNIFICATION PROVISION TS SPF,CIFICAL.LY INTENDED TO OPERATE AND BE FFFFFCTIVF_f,_UN 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 harmle s s, 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/23/2021 007200-1 GENERAL CONDITIONS Page 34 of 63 \ IM I'] \ 101 BEIM M LIM Mill ■ 6.22 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 carryout 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. 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 6.22, 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 6.18.C. 6.23 Right to Audit A. 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. B. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 35 of 63 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. C. 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. 6.24 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. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23/2021 007200-1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements, Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/2021 007200-1 GENERAL CONDITIONS Page 37 of 63 8.07 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 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 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 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Man ager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is identified in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Manager 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 Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager 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 Manager'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 Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager 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 and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager 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 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager 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). 9.06 Decisions on Requirements of ContractDocuments and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referredwill be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 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 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, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/23% I 007200-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Clain, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.0l.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.0l.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23% I 007200-1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. £ The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/23%2021 007200-1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.0l.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.0l.A and 11.0l.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 UnitPrice Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either parry to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correctan error, or to correctanerror on the plans, the plans quantity will be increasedor decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z31 I 007200-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.0l.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reachedunder Paragraph 12.0l.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shallbe 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.0l.A.4 and 11.0l.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0l.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. 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. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 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. 13.02 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. 13.03 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 acceptable to 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 13.03 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/23% I 007200-1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment 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. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 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. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay 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 uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction orRemoval 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 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 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 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 6.10.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 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z31 I 007200-1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, 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 should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay 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) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, 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, reflecting the diminished value of Work so accepted. 13.09 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 13.06.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, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, 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 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z31 I 007200-1 GENERAL CONDITIONS Page 52 of 63 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 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as described in subsection C. unless otherwise stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23/2021 007200-1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor; or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as maybe necessary to protect City from loss because: a. the Work is defective or completed Work has been damaged by the Contractor or subcontractors requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement will be assessed against the monies due the Contractor, not as a penalty, but as damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in P aragraphs 14.02.B.4. a through 14.02.B.4. e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any 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 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. 14.05 Finallnspection A. Upon written notice from Contractor that the entire Work is Substantially Complete in accordance with the Contract Documents: 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 ("Punch List Items"). Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification to the City of Substantial Completion and the date of Final Inspection. 1. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 2. Should the City concur that Substantial Completion has been achieved with the exception of any Punch List Items, Contract Time will resume for the duration it takes for Contractor to achieve Final Acceptance. 14.06 FinalAcceptance 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. 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. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. 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. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilit ie s under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 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 make no extra payment for stand-by time of construction equipment and/or construction crews. 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 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. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23% I 007200-1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-201lestablished under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/23% I 007200-1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceedsuch unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effectedby mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z31 I 007200-1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.13 shall become fmal and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I 007200-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other parry to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given i£ 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 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. 17.03 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/23%2021 007200-1 GENERAL CONDITIONS Page 63 of 63 17.04 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. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/Z3/ I STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Article 1 — Definitions and Terminology.......... 1.01 Defined Terms ............................... 1.02 Terminology .................................. Article 2 — Preliminary Matters ....................... 2.01 Before Starting Construction...... 2.02 Preconstruction Conference........ 2.03 Public Meeting ............................ Page .............................................1 .............................................1 ............................................. 5 ....................................................... 6 ....................................................... 6 ....................................................... 6 ....................................................... 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article 4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents......................................................................................................................20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals....................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification ............................................ 5.19 Delegation of Professional Design Services 5.20 Right to Audit: ............................................. 5.21 Nondiscrimination ........................................ Article 6 - Other Work at the Site....... 6.01 Related Work at Site ....... Article 7 - City's Responsibilities ............................................ 7.01 Inspections, Tests, and Approvals ....................... 7.02 Limitations on City's Responsibilities ................ 7.03 Compliance with Safety Program ........................ Article 8 - City's Observation Status During Construction....... 8.01 City's Project Representative ................................. 8.02 Authorized Variations in Work .............................. 8.03 Rejecting Defective Work ...................................... 8.04 Determinations for Work Performed ...................... Article 9 - Changes in the Work ...................... 9.01 Authorized Changes in the Work 9.02 Notification to Surety ................... Article 10 - Change of Contract Price; Change of Contract Time 10.01 Change of Contract Price ........................................... 10.02 Change of Contract Time ........................................... 10.03 Delays......................................................................... Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ............ 11.01 Notice of Defects.............................................................................................................. 11.02 Access to Work................................................................................................................. 11.03 Tests and Inspections........................................................................................................ 11.04 Uncovering Work............................................................................................................. 11.05 City May Stop the Work................................................................................................... 11.06 Correction or Removal of Defective Work...................................................................... 11.07 Correction Period.............................................................................................................. 11.08 City May Correct Defective Work................................................................................... Article 12 - Completion .......................................... 12.01 Contractor's Warranty of Title ........... 12.02 Partial Utilization ................................ 12.03 Final Inspection ................................... 12.04 Final Acceptance ................................. Article 13 - Suspension of Work ..................................... 13.01 City May Suspend Work ............................. Article 14 - Miscellaneous ......................................... 14.01 Giving Notice ......................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 24 24 25 25 26 26 26 26 26 27 a a ... 29 ... 29 ... 29 ... 29 ... 30 ... 30 ... 30 ... 30 ... 31 ................................. 32 ................................. 32 ................................. 32 ................................. 32 ................................. 33 ............................................................. 33 ............................................................. 33 34 34 14.02 Computation of Times................................................................................................................ 34 14.03 Cumulative Remedies................................................................................................................. 34 14.04 Survival of Obligations............................................................................................................... 35 14.05 Headings......................................................................................................................................35 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions in. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day —A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of apart of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p. m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non -Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either parry or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: None Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: None Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence:: None Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) 13 Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. 12 Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.13. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. Developer/Contractor. City will forward all invoices for retests to 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given i£ 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1 2 3 PARTI- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 DAP SUMMARY OF WORK Page 1 of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 104376 Revised December 20, 2012 01 11 00 - 2 DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 104376 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 104376 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. No 22 separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or catalog 31 numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, if a reduction in cost or time results, it will 46 be documented by Change Order. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 1 4. Substitution will be rejected if: 2 a. Submittal is not through the Contractor with his stamp of approval 3 b. Request is not made in accordance with this Specification Section 4 c. In the Developer's opinion, acceptance will require substantial revision of the 5 original design 6 d. In the City's or Developer's opinion, substitution will not perform adequately 7 the function consistent with the design intent 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. In making request for substitution or in using an approved product, the Contractor 13 represents that the Contractor: 14 1. Has investigated proposed product, and has determined that it is adequate or 15 superior in all respects to that specified, and that it will perform function for which it 16 is intended 17 2. Will provide same guarantee for substitute item as for product specified 18 3. Will coordinate installation of accepted substitution into Work, to include building 19 modifications if necessary, making such changes as may be required for Work to be 20 complete in all respects 21 4. Waives all claims for additional costs related to substitution which subsequently 22 arise 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended _Received late By Date Remarks Date Rej ected CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 013119-1 DAP PRECONSTRUCTION MEETING Page 1 of 3 1 SECTION 013119 2 PRECONSTRUCTION MEETING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. No construction schedule required unless requested by the City. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the delivery of the 28 distribution package to the City. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Developer and Consultant 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals In. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 01 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Though not mandatory, it is highly recommended on infill developer projects. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] 1040IZI]wlX40Y1.130 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0133 00 DAP SUBMITTALS 013300-1 DAP SUBMITTALS Page 1 of 8 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 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 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 '/2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification 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 Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of- 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than I hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 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 Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Sufficient information shall be attached to permit a written response without further 21 information. 22 23 24 25 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 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 Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 0135 13 -1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 £ Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 0135 13 -2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 0131 13 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August, 30, 2013 0135 13 -3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 F. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 G. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 0135 13 -4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. J. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. K. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August, 30, 2013 0135 13 -5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 DATE NAME 8/31 /2012 D. Johnson 13 END OF SECTION Revision Log SUMMARY OF CHANGE 1.3.13— Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August, 30, 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13 -6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August, 30, 2013 1 2 4 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 INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August, 30, 2013 014523-1 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another form of distribution approved 38 by the City. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 014523-2 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 25 26 27 28 29 30 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME END OF SECTION Revision Log SUMMARY OF CHANGE CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised August 30, 2013 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised JULY 1, 2011 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off -site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised JULY 1, 2011 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on -call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE -INSTALLATION 26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 8 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised JULY 1, 2011 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised July 1, 2011 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised July 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 3125 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised July 1, 2011 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 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 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 42 43 44 45 46 47 A. SWPPP 1. 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 Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised July 1, 2011 0157 13 -3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 0133 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 15 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised July 1, 2011 015813-1 DAP TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 01 58 13 - 2 DAP TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 0158 13 -3 DAP TEMPORARY PROJECT SIGNAGE DATE NAME 4/7/2014 M. Domenech Revision Log SUMMARY OF CHANGE Revised for DAP application Page 3 of 3 CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0160 00 PRODUCT REQUIREMENTS 016000-1 DAP PRODUCT REQUIREMENTS Page 1 of 2 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02 - Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 0133 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 016000-2 DAP PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 8 CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 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 Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 017000-1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 01 70 00 - 2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under "Measurement" will be paid for at the unit 40 price per each "Specified Remobilization" in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.1.A.2.a.1) 44 2) Remobilization as described in Section 1.1.A.2.a.2) 45 d. No payments will be made for standby, idle time, or lost profits associated this 46 Item. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 3. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time, or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under "Measurement" will be paid for at the unit 14 price per each "Work Order Mobilization" in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby, idle time, or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under "Measurement" will be paid for at the unit 29 price per each "Work Order Emergency Mobilization" in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section 1.1.A.4.a) 34 2) Demobilization as described in Section 1.I.A.3.a.2) 35 d. No payments will be made for standby, idle time, or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 7 CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 017123-1 DAP CONSTRUCTION STAKING AND SURVEY Page 1 of 4 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will 27 be allowed. 28 1.3 REFERENCES [NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals, if required, shall be in accordance with Section 0133 00. 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 34 A. Certificates 35 1. Provide certificate certifying that elevations and locations of improvements are in 36 conformance or non-conformance with requirements of the Contract Documents. 37 a. Certificate must be sealed by a registered professional land surveyor in the 38 State of Texas. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 01 71 23 - 2 DAP CONSTRUCTION STAKING AND SURVEY Page 2 of 4 B. Field Quality Control Submittals 2 1. Documentation verifying accuracy of field engineering work. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Construction Staking 7 1. Construction staking will be performed by the City. 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 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. 3. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 250 linear feet CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 017123-3 DAP CONSTRUCTION STAKING AND SURVEY Page 3 of 4 (2) Horizontal and vertical points of inflection, curvature, etc. (All Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines (7) Fire hydrants (8) Gate valves (9) Plugs, stubouts, dead-end lines (10) Air Release valves (Manhole rim and vent pipe) (11) Blow off valves (Manhole rim and valve lid) (12) Pressure plane valves (13) Cleaning wyes (14) Casing pipe (each end) b) Storm Sewer (1) Top of pipe elevations and coordinates at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. c) Sanitary Sewer (1) Top of pipe elevations and coordinates for sanitary sewer lines at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. (c) Cleanouts c. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work associated with meeting or exceeding the line and grade required by these Specifications. d. The Contractor will need to ensure coordination is maintained with the City to perform construction survey and to verify control data, including but not limited to the following: 1) Established benchmarks and control points provided for the Contractor's use are accurate 2) Benchmarks were used to furnish and maintain all reference lines and grades for tunneling 3) Lines and grades were used to establish the location of the pipe 4) Submit to the City copies of field notes used to establish all lines and grades and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City to verify the guidance system and the line and grade of the carrier pipe on a daily basis. 6) The Contractor remains fully responsible for the accuracy of the work and the correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to City. 9) If the installation does not meet the specified tolerances, immediately notify the City and correct the installation in accordance with the Contract Documents. 49 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 01 71 23 - 4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 APPLICATION 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 13 City in accordance with this Specification. 14 B. Do not change or relocate stakes or control data without approval from the City. 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 24 CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 017423-1 DAP CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART2- PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 01 74 23 - 3 DAP CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Exterior (Site or Right of Way) Final Cleaning 22 1. Remove trash and debris containers from site. 23 a. Re -seed areas disturbed by location of trash and debris containers in accordance 24 with Section 32 92 13. 25 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 26 that may hinder or disrupt the flow of traffic along the roadway. 27 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 28 junction boxes and inlets. 29 4. If no longer required for maintenance of erosion facilities, and upon approval by 30 City, remove erosion control from site. 31 5. Clean signs, lights, signals, etc. 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 37 38 39 40 CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0177 19 CLOSEOUT REQUIREMENTS 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) £ Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 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 Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 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. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31 /2012 D. Johnson 1.5.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application 8 CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum clearly mark any deviations from Contract Documents 11 associated with installation of the infrastructure. 12 4. Making entries on Drawings 13 a. Record any deviations from Contract Documents. 14 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 15 change by graphic line and note as required. 16 c. Date all entries. 17 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 18 e. In the event of overlapping changes, use different colors for the overlapping 19 changes. 20 5. Conversion of schematic layouts 21 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 22 ducts, and similar items, are shown schematically and are not intended to 23 portray precise physical layout. 24 1) Final physical arrangement is determined by the Contractor, subject to the 25 City's approval. 26 2) However, design of future modifications of the facility may require 27 accurate information as to the final physical layout of items which are 28 shown only schematically on the Drawings. 29 b. Show on the job set of Record Drawings, by dimension accurate to within 1 30 inch, the centerline of each run of items. 31 1) Final physical arrangement is determined by the Contractor, subject to the 32 City's approval. 33 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 34 ceiling plenum", "exposed", and the like). 35 3) Make all identification sufficiently descriptive that it may be related 36 reliably to the Specifications. 37 c. The City may waive the requirements for conversion of schematic layouts 38 where, in the City's judgment, conversion serves no useful purpose. However, 39 do not rely upon waivers being issued except as specifically issued in writing 40 by the City. 41 B. Final Project Record Documents 42 1. Transfer of data to Drawings 43 a. Carefully transfer change data shown on the job set of Record Drawings to the 44 corresponding final documents, coordinating the changes as required. 45 b. Clearly indicate at each affected detail and other Drawing a full description of 46 changes made during construction, and the actual location of items. 47 c. Call attention to each entry by drawing a "cloud" around the area or areas 48 affected. CITY OF FORT WORTH Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 PX 23 24 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 Alpha Ranch Phase 1 B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104376 Revised April 7, 2014 GEOTECHNICAL EXPLORATION ALPHA RANCH PHASE 111 South of Highway 144 and Off County Line Road Fort Worth, Texas ALPHA Report No. W201468-revl May 30, 2023 Prepared for: CTMGT ALPHA RANCH, LLC 1800 Valley View Lane, Suite 300 Farmers Branch, Texas 75234 Attention: Mr. Alan Adkins Prepared By: ALPHA #UES1 ING A Vnlrarsal EnVinaaring 3dwaas Company A LPN A+'%TESTING Geotechnical 5058 Brush Creek Road TEL: 817.496.5600 Construction Materials Fort Worth, Texas 76119 Fax: 817.496.5608 Environmental www.alphatesting.com Al TBPELS Firm No. 813 May 30, 2023 CTMGT Alpha Ranch, LLC 1800 Valley View Lane, Suite 300 Farmers Branch, Texas 75234 Attention: Mr. Alan Adkins Re: Geotechnical Exploration Alpha Ranch Phase 113 South of Highway 144 and Off County Line Road Fort Worth, Texas ALPHA Report No. W201468-revl Attached is the report of the geotechnical exploration performed for the project referenced above. This study was authorized by Mr. Alan Adkins and performed in accordance with ALPHA Proposal No. 77565-revl dated May 27, 2020 and Change Order No. 1 dated and also authorized by Mr. Alan Adkins on December 21, 2021. The purpose of this revision to provide an updated zone map for Phase IB based on updated grading plans. Please note: Borings I through 99 and Borings 121 through 140 are apart of other phase(s) of Alpha Ranch and therefore excluded from this report. This report contains results of field explorations and laboratory testing and an engineering interpretation of these with respect to available project characteristics. The results and analyses were used to develop recommendations to aid design and construction of residential foundations. ALPHA TESTING, LLC appreciates the opportunity to be of service on this project. If we can be of further assistance, such as providing materials testing services during construction, please contact our office. Sincerely, ALPHA TESTING, LLC Karina Cohuo Geotechnical Project Manager KCBJH/nl Copies: (I-PDF) Client Brian J. Hoyt, P.E. Regional Manager TABLE OF CONTENTS ALPHA REPORT NO. W201468-REV1 1.0 PURPOSE AND SCOPE.................................................................................................1 2,0 PROJECT CHARACTERISTICS....................................................................................1 3.0 FIELD EXPLORATION.................................................................................................1 4.O LABORATORY TESTS.................................................................................................2 5.0 GENERAL SUBSURFACE CONDITIONS....................................................................2 6.0 DESIGN RECOMMENDATIONS..................................................................................3 6.1 Slab -on -Grade Foundations..................................................................................3 6.1.1 Subgrade Improvement Using Moisture Conditioning in ZonesIII and IV.......................................................................................5 6.2 Post -Tensioning Institute, Design of Post -Tensioned Slab -on -Grade ....................6 6.3 Drainage and Other Considerations......................................................................6 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................7 7.1 Site Preparation and Grading................................................................................7 7.2 Foundation Excavations.......................................................................................9 7.3 Fill Compaction...................................................................................................9 7.4 Utilities..............................................................................................................10 7.5 Groundwater......................................................................................................10 8.0 LIMITATIONS.............................................................................................................10 APPENDIX A-1 Methods of Field Exploration Boring Location Plan — Figure 1 B-1 Methods of Laboratory Testing Logs of Borings Key to Soil Symbols and Classifications ALPHA Report No. W201468-revl 1.0 PURPOSE AND SCOPE The purpose of this geotechnical exploration is for ALPHA TESTING, LLC ("ALPHA") to evaluate for CTMGT Alpha Ranch, LLC (Client) some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of geotechnical design parameters for the subject construction. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed across the project site. Engineering analyses were performed from results of the field exploration and 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. 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 2.0 PROJECT CHARACTERISTICS It is proposed to develop a residential subdivision (Alpha Ranch, phase 113) on a tract of land located on the south side of Highway 114, about 1,600 ft north of Robin Road in Fort Worth, Texas. A site plan illustrating the subject site is provided as Figure 1, the Boring Location Plan, in the Appendix. At the time the field exploration was performed, the site consisted of a tract of land with scattered trees. A gas pad is located in the southeast corner of the site. No other information regarding previous development of the site was provides to us. Grading plans prepared by Peloton Land Solutions. (Project No. CEN19006, Sheets 27 and 28 dated March 2022) indicate the site slopes down towards the south about 24 ft (approximate elevation 765 ft to 741 ft). These grading plans also indicate cuts of up to 2 ft and fills of up to 7 ft will be required to achieve final grade in the building pad areas. 3.0 FIELD EXPLORATION Subsurface conditions on the northeast portion of the site were explored by drilling a total of 23 test borings (Borings 100 through 120, 141 and 142) to a depth of 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, enclosed 1 ALPHA Report No. W201468-revl in the Appendix. Details of drilling and sampling operations are briefly summarized in Methods of Field Exploration, Section A-1 of the Appendix. Subsurface types encountered during the field exploration are presented on the Log of Boring sheets included in the Appendix. The 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. 4.0 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 residential foundation design and earthwork construction. A brief description of testing procedures used in the laboratory can be found in Methods of Laboratory Testing, Section 13-1 of the Appendix. Individual test results are presented on the Log of Boring sheets in the Appendix. 5.0 GENERAL SUBSURFACE CONDITIONS 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 formations mapped as undivided. The Fort Worth Limestone and Duck Creek undivided formation generally consists of limestone with marl (limey shale) layers. Residual overburden soils associated with this undivided formation generally consist of clay soils with low to high shrink/swell potential. Subsurface conditions encountered in the borings generally consisted of clay and/or gravelly clay to depths of about 1 ft to 13 ft below the ground surface underlain by limestone and/or shale extending to the 20 ft termination depth of the borings. Layers of clayey gravel about 4 ft thick were encountered between the clay and limestones layers in Borings 105 and 106 at depths of 4 ft below the ground surface. The granular materials (clayey gravel) encountered in the borings are considered relatively permeable and are expected to have a rapid response to water movement. However, the clay, gravelly clay and limestone encountered in the borings are considered relatively impermeable and are anticipated 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 subject site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions, and subsurface drainage characteristics. Free groundwater was encountered on drilling tools during drilling in Borings 103 and 104 at depths of about 9 ft and 8 ft below the ground surface, respectively. Groundwater was observed in the open borehole of the Boring 104 immediately upon completion of drilling at depth of about 6 ft. Boring 103 was dry immediately upon completion of drilling. No free groundwater was encountered in the remaining borings. It is common to encounter seasonal groundwater from natural fractures within the clayey matrix, at the soil/rock (limestone) interface or from fractures in the rock (limestone), particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. 2 ALPHA Report No. W201468-revl Further details concerning subsurface materials and conditions encountered can be obtained from the boring logs provided in the Appendix. 6.0 DESIGN RECOMMENDATIONS The following design recommendations were developed on the basis of the previously described Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). Should the project criteria change, our office should conduct a review to determine if modifications to the recommendations are required. Further, it is recommended our office be provided with a copy of the final building plans and specifications for review prior to construction. The following design recommendations were evaluated based on final grades as indicated on the referenced grading plans and discussed in Section 2.0. Cutting and filling on the site other than depicted on the referenced grading plans can alter the recommended foundation design parameters. Therefore, it is recommended our office be provided with final grading plans prior to construction to verify appropriate design parameters are utilized for final foundation design. 6.1 Slab -on -Grade Foundations Slab -on -grade foundations should be designed with exterior and interior grade beams adequate to provide sufficient rigidity to the foundation system. A net allowable bearing pressure of 1.5 kips per sq ft should be used for all grade beams bearing on undisturbed cuts in native soils, on general fill placed as recommended in Section 7.3, on moisture improved soil placed as recommended in Section 6.1.1 or on limestone. Grade beams should bear a minimum depth of 12 inches below final grade and should have a minimum width of 10 inches considering the recommended bearing capacity. To reduce cracking as normal movements occur in foundation soils, all grade beams and slab foundations should be adequately reinforced with steel (conventional reinforcing steel and/or post - tensioned reinforcement). It is common to experience some minor cosmetic distress to structures with slab -on -grade foundation systems due to normal ground movements. A properly designed and constructed moisture barrier should be placed between the slabs and subgrade soils to retard moisture migration through the slabs. Conditions encountered in the test borings, the planned cut/fill within the building pads and results of the laboratory tests reveal variations in highly expansive clay thickness and expansive properties across the site. Such variations in clay thickness and expansive properties will directly affect design parameters used for slab -on -grade foundations. Therefore, lots with apparently common average clay thickness, similar expansive clay properties and similar corresponding estimated potential movements have been grouped into Zones I through IV and delineated on the Boring Location Plan, Figure 1. Subgrade improvement in the respective Zones (see Figure 1) should be performed using the information summarized in Table A. ALPHA Report No. W201468-revl TABLE A Estimates of Potential Seasonal Movements and Required Subgrade Improvement ZONE ESTIMATED POTENTIAL IMPROVEMENT REQUIRED TO REDUCE MOVEMENT, INCHES MOVEMENTS TO 41/2 INCHES I Up to 41/2 II Up to 41/2' III Up to about 6 IV Up to about 7 No Improvement Required Cover General Fill with Plastic Sheeting' 4 ft of Moisture Conditioning 6 ft of Moisture Conditioning ' Plastic sheeting (6 to 8 mil thickness) should be placed immediately after grading with general fill for long-term maintenance of the moisture content of the general fill and underlying native soil. This sheeting should be placed 8 to 12 inches below final grade and should also extend at least 5 ft beyond the perimeter of the building pad. Potential movements could be about 6 inches in Zone II if plastic sheeting is not placed as recommended. Potential seasonal movements were estimated using results from absorption swell tests, in general accordance with methods outlined by the Texas Department of Transportation (TxDOT) Test Method Tex-124-E and engineering judgment and experience. Estimated movements were calculated assuming the moisture content of the in -situ soil within the normal zone of seasonal moisture content change varies between a "dry" condition and a "wet" condition as defined by Tex-124-E. Also, it was assumed a 1 psi surcharge load from the floor slab acts on the subgrade soils. Movements exceeding our estimates could occur if positive drainage of surface water is not maintained or if soils are subject to an outside water source, such as leakage from a utility line or subsurface moisture migration from off -site locations. Potential seasonal movements were estimated assuming fill material used to raise the grade will consist of onsite or similar material with a plasticity index of 50 or less. If the plasticity index of material used to raise the grade is higher than 50, potential movements could be higher than our estimates. Potential movements estimated for slab foundations in Zones III and IV (see Figure 1 for delineation of Zones) are considered outside normal design tolerances. Movement of slab foundations in Zones III and IV could be reduced to not more than 41/2 inches if the upper 4 ft and 6 ft of soil below final grade, as summarized in Table A, are moisture conditioned and then covered with an impermeable plastic barrier (polyethylene sheeting). Moisture conditioning recommendations are provided in Section 6.1.1. In choosing moisture conditioning as a method of slab movement reduction, the Client is accepting some post construction movement of slabs (about 41/2 inches). Therefore, the Client understands and acknowledges that in the geographical region covered by this report, a potential movement of 41/2 inches is considered a reasonable compromise between foundation design and construction cost and the amount of allowable movement of the foundation. Please note, improvement of the existing soils using moisture conditioning with plastic sheeting is intended only for the designated building pad areas plus 5 ft beyond the building pad limits, and not the entire residential lot. Accordingly, planned residences must be exclusively constructed 4 ALPHA Report No. W201468-revl within I ft of the existing ground surface. The purpose of the plastic sheeting is to maintain the moisture of the underlying soils relatively the same from the time the plastic sheeting is placed through the time the foundation is placed. This plastic sheeting is not intended as a moisture barrier component for the actual foundation. Any such requirements should be addressed by the designer of the foundation, and should be followed by the builder. Prior to building on the improved designated building pad area, a surveyor should verify the lateral extent of the plastic sheeting and to confirm that no portion of the new residences will extend beyond the limits of the designated building pad. If any part of the slab footprint extends beyond the designated building pad, ALPHA should be contacted for additional design recommendations. 6.1.1 Suburade Imurovement Usine Moisture Conditioning in Zones III and IV Estimated potential movements of slab foundations in Zones III and IV could be reduced to about 41/2 inches by moisture -conditioning the uppermost 4 ft of soil below final grade as recommended in Table A. Limestone could be encountered within the recommended depth of moisture conditioning, particularly near zone boundaries. It is not required to over -excavate limestone to install moisture conditioned soils. Test pits should be performed to verify the nature of limestone prior to terminating moisture conditioning at depths shallower than recommended. ALPHA should be retained to observe the test pits. Moisture -conditioning consists of over -excavating (where necessary) and/or filling with on -site soil that is compacted at a "target" moisture content at least 5 percentage points above the material's optimum moisture content as determined by the standard Proctor method (ASTM D 698). The moisture -conditioned soil should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density. Moisture - conditioning with on -site soil should extend throughout the entire building pad area and at least 5 ft beyond the perimeter of the designated building pad (as indicated on the referenced project grading plans). Following completion of moisture -conditioning and placement of the plastic sheeting, estimated movements in Zones III and IV should not exceed about 41/2 inches. The purpose of moisture -conditioning is to reduce the free swell of the moisture - conditioned soils to 1 percent or less. Additional laboratory tests (i.e., standard Proctors, absorption swell tests, etc.) should be conducted during construction to verify that the "target" moisture content for moisture -conditioning (estimated at 5 percentage points above the material's optimum moisture content as defined by ASTM D 698) is sufficient to reduce the free swell potential of the processed soil to 1 percent or less. Moisture conditioning should be observed and tested on a full time basis by a representative of ALPHA to verify the moisture conditioned clays are placed with the proper lift thickness, moisture content, and density. 5 ALPHA Report No. W201468-revl /#\ 6.2 Post -Tensioning Institute, Design of Post -Tensioned Slab -on -Grade Table B contains information for design of the post -tensioned, slab -on -grade foundations. Design parameters were evaluated based on the conditions encountered in the borings and using information and correlations published by PTI Third Edition and VOLFLO 1.5 computer program provided by Geostructural Tool Kit, Inc. (GTI). TABLE B PTI Design Parameters Potential Seasonal Movement = 4'h inches In Zone I and after subgrade improvement in Zones II, III and IV as recommended in Section 6.1 Edge Lift Center Lift Edge Moisture Distance (em), ft 4.0 8.0 Differential Soil Movement (ym), inches 2.2 (swell) 1.6 (Shrink) 6.3 Drainage and Other Considerations Adequate drainage should be provided to reduce seasonal variations in the moisture content of foundation soils. All pavement and sidewalks within 5 ft of the residences should be sloped away from the structures to prevent ponding of water around the foundations. Final grades within 5 ft of the structures should be adjusted to slope away from the structures at a minimum slope of 2 percent. Maintaining positive surface drainage throughout the life of the structures is essential. In areas with pavement or sidewalks adjacent to the new residences, a positive seal must be maintained between the structure and the pavement or sidewalk to minimize seepage of water into the underlying supporting soils. Post -construction movement of pavement and flatwork is common. Normal maintenance should include inspection of all joints in paving and sidewalks, etc. as well as resealing where necessary. Several factors relate to civil and architectural design and/or maintenance, which can significantly affect future movements of the foundation and floor slab systems: • Preferably, a complete system of gutters and downspouts should carry runoff water a minimum of 5 ft from the completed structures. • Large trees and shrubs should not be allowed closer to the foundation than a horizontal distance equal to roughly one-half of their mature height due to their significant moisture demand upon maturing. • Moisture conditions should be maintained "constant" around the edge of the slab. Ponding of water in planters, in unpaved areas, and around joints in paving and sidewalks can cause slab movements beyond those predicted in this report. • Planter box structures placed adjacent to building should be provided with a means to assure concentrations of water are not available to the subsoil stratigraphy. ALPHA Report No. W201468-revl • Architectural design of the floor slabs should avoid additional features such as wing walls as extensions of the slab. • The root systems from existing trees at this site will have dried and desiccated the surrounding clay soils, resulting in soil with near -maximum swell potential. Clay soils surrounding tree root mats in areas to be covered with grade slabs (including but not limited to foundations, driveways, patios and sidewalks) should be removed to a minimum depth of 1 ft below the root ball and compacted in -place with moisture and density control as described in Section 7.3. Trench backfill for utilities should be properly placed and compacted as outlined in Section 7.4 and in accordance with requirements of local City standards. Since granular bedding backfill is used for most utility lines, the backfilled trench should not become a conduit and allow access for surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay plugs should be provided where utility lines cross building lines to prevent water from traveling in the trench backfill and entering beneath the structure. 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES 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. 7.1 Site Preparation and Grading Limestone was encountered within 4 ft of the ground surface in several borings and could be encountered during general excavation and grading at this site. From our experience, this limestone can be hard and difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers, jack hammers, or sawcutting) 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 slab foundations, flatwork 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. ALPHA Report No. W201468-revl • The exposed subgrade should be further evaluated by proof -rolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing approximately 10 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 Section 7.3. • 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 Section 7.3. 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 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 Section 7.3, 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 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. 8 ALPHA Report No. W201468-revl 7.2 Foundation Excavations All foundation excavations should be monitored to verify foundations bear on suitable material. The bearing stratum exposed in the base of all foundation excavations should be protected against any detrimental change in conditions. Surface runoff water should be drained away from excavations and not allowed to collect. All concrete for foundations should be placed as soon as practical after the excavation is made. Prolonged exposure of the bearing surface to air or water will result in changes in strength and compressibility of the bearing stratum. Therefore, if delays occur, excavations should be slightly deepened and cleaned, in order to provide a fresh bearing surface. 7.3 Fill Compaction The following are recommendations pertaining to general fill compaction. Moisture conditioned soil should conform to the recommendations provided in Section 6.1. 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 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. Processed limestone used as fill should be compacted to at least 95 percent of standard Proctor maximum dry density. The compacted moisture content of the processed limestone 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. Individual rock pieces larger than 6 inches in dimension should not be used as fill. However, if rock fill is utilized within 3 ft below the bottom of floor slabs, the maximum allowable size of individual rock pieces should be reduced to 3 inches. Processed limestone used as fill should incorporate sufficient fines to prevent the presence of voids around larger diameter rock pieces. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended. 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. 9 ALPHA Report No. W201468-revl 7.4 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 I 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. 7.5 Groundwater Groundwater was encountered in Borings 103 and 104 at depths of about 9 ft and 8 ft below the ground surface, respectively. From our experience, shallow 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. 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. Also, 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. 8.0 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 these services. 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 10 ALPHA Report No. W201468-revl structures outlined in Section 2.0. No parry other than the Client (and their designated design representatives) shall use or rely upon this report in any manner whatsoever unless such parry shall have obtained ALPHA's written acceptance of such intended use. Any such third party 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. 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. 11 #t\ APPENDIX ALPHA Report No. W201468-revl A-1 METHODS OF FIELD EXPLORATION Using standard rotary drilling equipment, a total of 23 test borings were performed for this geotechnical exploration. The approximate locations of the borings are shown on the Boring Location Plan, Figure 1. The test boring locations were staked using a handheld GPS unit or by pacing/taping and estimating right angles from landmarks which could be identified in the field and as shown on the site plan provided during this study. The locations of test borings shown on the Boring Location Plan are considered accurate only to the degree implied by the methods used to define them. Relatively undisturbed samples of the cohesive subsurface materials were obtained by hydraulically pressing 3-inch O.D. thin -wall sampling tubes into the underlying soils at selected depths (ASTM D 1587). These samples were removed from the sampling tubes in the field and evaluated visually. One representative portion of each sample was sealed in a plastic bag for use in future visual evaluation and possible testing in the laboratory. A modified version of the Texas Cone Penetration (TCP) test was completed in the field to determine the apparent in -place strength characteristics of the rock type materials. A 3-inch diameter steel cone driven by a 170-pound hammer dropped 24 inches is the basis for TxDOT strength correlations. In this case, ALPHA TESTING, LLC has modified the procedure by using a 140-pound hammer dropping 30-inches for completion of the field test. Depending on the resistance (strength) of the materials, either the number of blows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer are recorded on the field log and are shown on the Log of Boring sheets as "TX Cone" (reference TxDOT Test Method TEX 132-E, as modified). Logs of the borings are included in the Appendix. The logs show visual descriptions of subsurface strata encountered using the Unified Soil Classification System. Sampling information, pertinent field data, and field observations are also included. Samples not consumed by testing will be retained in our laboratory for at least 14 days and then discarded unless the Client requests otherwise. N _ a knh; 14-M�J3 • +Fi+ +U[ir Af +df� ee 7Ky Pgho Rrnch. LLL ri rr.AM F{y'�� Imo:.# 7474-96473 R-P,R,DrC-i. + �F ys"� ,.•' ,a7.B-100 4 R . u6A7 +f i 1. an ee [ LN6a1Mt6 4 LC- nd' 45' 3 8 7.53' .•'a ; +B-101} B-102 `�="D s dp 1 f �T. }t * x ILL• � B-103k. B-104 - 22Y !r 53 , *f• IV I ,. •5'Di"E x x' �i a 1t2, ,I °1x ",. B-141 ,14 {, IV yye x, `' S A W_td>'9R xF S mime '6 *['[h ;'. \ I a? aawocf- -�10 B-106 " asr:-o� 7o w B-105 T 3 35 OSF : '4 �i ,�. i!� / •ti. ., i �` wk #ill, i� $ ` r 0721 AcKsa x a6a{R it 5t 0a aYal"7AW[F ~ [ �' i '1�� •4� �- 5 I pk p . w R .ab S"]]LiVOA tL*mh Dim .h N2 56- B-108 d - P.R.[] G T a - �k° Cw � * y II II ; ; r oe B-111 B-112�=-� 3-1 1 3 `50� B11B-11�. B-115 B-116 -7 8�, 12.2 �5Rt 1 �� L - 17.74 / LC- 527' 5+' 7T'R IV B-142 FA OR Rd F�.rr bc,rJ,rrb ti L• 3.#+' , B-119 x x" KO rf+ff fiAiPVLW }LC. *47-ed 391M `i f-FR ft'tdFU4_1SFLIY L1�A'di 0650, ray [Locie [ - yry'F� 4 F _�� �FiT1f OPEN EPi67 • I mil. isgillm ACRIB l• v fl7' R TBx RUA. t 4 GEOTECHNICAL EXPLORATION A L PH A #kT IS TING APPROXIMATE BORING LOCATION ALPHA RANCH PHASE I ZONE I SOUTH OF HIGHWAY 144 AND WHERE IT ALL BEGINS OFF COUNTY LINE ROAD ZONE II FORT WORTH, TEXAS FIGURE 1 ZONE III ALPHA PROJECT NO. W201468-revl BORING LOCATION PLAN ZONE Iv ALPHA Report No. W201468-revl B-1 METHODS OF LABORATORY TESTING Representative samples were evaluated and classified by a qualified member of the Geotechnical Division and the boring logs were edited as necessary. To aid in classifying the subsurface materials and to determine the general engineering characteristics, natural moisture content tests (ASTM D 2216), Atterberg-limit tests (ASTM D 4318), and percent material passing the No. 200 sieve tests (ASTM D 1140) were performed on selected samples. In addition, unconfined compressive strength tests (ASTM D 2166) and pocket -penetrometer tests were conducted on selected soil samples to evaluate soil shear strength. Results of these laboratory tests are provided on the Log of Boring sheets. In addition to the Atterberg-limit tests, the expansive properties of the clayey soils were further analyzed by absorption swell tests in general accordance with ASTM D 4546. The swell test is performed by placing a selected sample in a consolidation machine and applying either the approximate current or expected overburden pressure and then allowing the sample to absorb water. When the sample exhibits very little tendency for further expansion, the height increase is recorded and the percent free swell and total moisture gain calculated. Results of these laboratory tests are provided on the Log of Boring sheets. ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 100 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/9/2020 End Date: 6/9/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY _10— _15— _20 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' o N a) U� r� >a> uci E_ E a > C J Y n 0�f 5) odv U 0ooc@o X_ m z°6n nZa a an v c3n a 3.5 30 2.0 100/ 5" 1. 100/ 3.25" 6 100/ 6 1.0" 17.0 100/ 20.0 , 0.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 101 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/9/2020 End Date: 6/9/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD� .°' >0) u�i E_ E a -.1 n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5 26 3.5 28 75 25 50 0.1 4.0 100/ 1.5" 100/ 2.0" 100/ 0.75" 100/ 20.0 , 0.5" ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 102 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Light Brown CLAY with limestone fragments and 5 calcareous deposits Tan LIMESTONE with clay seams and layers 10 _15_ Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U) C�:F o N a) o Fn U� 0) E� .°' >a> u�i E_ E a o n o f 5) @o > C J Y - 0�o2 dN U U X �Z 6 mzo J7 ain c?in Ha a D D o_ 4.0 6.0 100/ 4.0" 100/ 0.5" 17.0 20.0 L 100/ 100/ 3.0 32 3.75 1.1 98 24 2.0 17 48 16 32 0.0 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 103 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): 9 w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Brown CLAY 4.0 Light Brown CLAY with limestone fragments - with calcareous deposits at 4 ft to 8 ft 12.0 Tan LIMESTONE with clay seams and layers Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F ov, a�a) u, o U 0) E.LD� .°' >0) � E_ E a -.1 n wo of "aL c5 @c) > �a C J Y - o 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5+ 22 100/ 1.25" 18.0 Gray LIMESTONE with shale seams 100/ 20.0 TEST BORING TERMINATED AT 20 FT 2.0 28 2.75 1.0 106 19 69 22 47 0.0 3.0 15 2.0 19 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 104 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): 8 w VAfter Drilling (ft): 6 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %//� Brown CLAY 5 10 _15 _20 4.0 Light Brown CLAY with limestone fragments and calcareous deposits i Q 8.0 Light Brown GRAVELLY CLAY Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n wo of "aL c5 @c) > �a C J Y - o0 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.25 24 13.0 Tan LIMESTONE with clay seams and layers 100/ 15.0 , 0.25" Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 100/ 20.0 , 0.5" 3.0 23 47 18 29 3.0 14 2.25 21 38 19 19 0.0 1.5 17 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 105 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/10/2020 End Date: 6/10/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 4.0 Light Brown CLAYEY GRAVEL 8.0 Tan LIMESTONE with clay seams and layers 18.0 Gray LIMESTONE with shale seams Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F ov, a�a) u, o U 0) r.LD .°' >0) � E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.5 23 100/ 5" 1. 100/ 2.25" 100/ 20.0 66 0.75" TEST BORING TERMINATED AT 20 FT 2.0 1.3 98 26 4.5+ 44 16 49 18 31 2.25 17 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 106 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/10/2020 End Date: 6/10/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 4.0 Light Brown CLAYEY GRAVEL with limestone fragments 8.0 Tan LIMESTONE with clay seams and layers Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n wo of "aL c5 @c) > �a C J Y - o0 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 2.0 28 100/ 2.5" 14.0 Gray LIMESTONE with shale seams L 100/ 1.01, 100/ 20.0 , 0.75" TEST BORING TERMINATED AT 20 FT 3.5 19 74 21 53 3.1 4.5+ 8 24 10 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 107 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: g 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Brown CLAY with limestone fragments Light Brown GRAVELLY CLAY with calcareous — 5 � deposits Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT 2.0 4.0 6.0 Hammer Drop (Ibs / in): 140 / 30 a Q o U) C�:F o N a) o Fn U� 0) E� .°' >a> u�i E_ E a o n f 5) @o > C J Y - o 0�o2 dN U U X �Za 6 mzo J7 ain c?in H a o- 4.5+ 21 62 21 41 1 5" 1. 14.0 100/ 0.7575" 100/ 20.0 L 0.5" 2.5 27 4.0 11 37 17 20 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 108 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/10/2020 End Date: 6/10/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 4.0 Light Brown CLAY with limestone fragments 8.0 Tan LIMESTONE with clay seams and layers 12.0 Gray LIMESTONE with shale seams Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5 21 6 100/ 6 1.0" 6 100/ 6 1.0" 100/ 20.0 , 0.75" TEST BORING TERMINATED AT 20 FT 2.75 26 4.5+ 15 77 25 52 8 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 109 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/10/2020 End Date: 6/10/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: g 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 10 _15_ _20 Light Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers Gray LIMESTONE wth shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n wo of "aL c5 @c) > �a C J Y - o0 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 2.0 33 2.0 4.0 100/ 66 1.75" IL 100/ 0.25" 12.0 100/ 0.5" 20.0 , 100/ 1.25" 4.5+ 14 75 24 51 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 110 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/10/2020 End Date: 6/10/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.0 22 - with limestone fragments at 3 ft N 4.0 Tan LIMESTONE with clay seams and layers , 100/ 4.0" 12.0 Gray LIMESTONE with shale seams 100/ 66 1.75" 6 100/ 6 1.0" 100/ 20.0 , 1.01, TEST BORING TERMINATED AT 20 FT 3.25 26 70 24 46 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 111 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/11/2020 End Date: 6/11/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Brown CLAY _10— _15_ _20 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5 3.1 98 23 3.75 25 73 22 51 4.0 50/ 66 1.0" 13.0 100/ 1.25" 6 100/ 6 1.0" 100/ 20.0 , 1.01, ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 112 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/11/2020 End Date: 6/11/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 3.0 Tan LIMESTONE with clay seams and layers 12.0 Gray LIMESTONE with shale seams Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.0 29 70 23 47 2.0 27 100/ 5.75" 100/ 2.75" 100/ 5" 1. 100/ 20.0 , 0.75" TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 113 ALPHAN� t T E S T I N G PhonForte817-496-5600orth, Texas 119 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/10/2020 End Date: 6/10/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS o �•� E _ aa) NONE > L U� �'.m r E E a o QOn Rods (ft): p ° U) c — ZAfter Drilling (ft): DRY n_ 'oW o—�° a o a, aN p a v 3 o After_ Hours (ft): U a� o o o `m m c� - Xa a ?� Z jCU a a MATERIAL DESCRIPTION Dark Brown CLAY 4.5+ 2.5 90 26 _ 2.0 Light Brown CLAY with limestone fragments 4.5+ 11 45 17 28 4.0 Tan CLAY with limestone fragments —5 4.0 13 41 16 25 0.0 J/ 3.25 17 _ 8.0 Tan LIMESTONE with clay seams and layers — , 100/ 10 0.5" _ 12.0 Gray LIMESTONE with shale seams — , 100/ 15 0.75" _20 20.0 L 100/ 100/ TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 114 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/10/2020 End Date: 6/10/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION VADark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' o N a) U� r� >a> uci E_ E a > C J Y n 0�f 5) odv U 0o2c@o X_ m z°°n nZa a an v c3n a 4.5+ 22 69 24 45 2.0 100/ 2.5" 9.0 100/ 1.0" 100/ 0.75" 100/ 20.0 , 0.75" ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 115 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/11/2020 End Date: 6/11/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Brown CLAY Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5+ 22 4.0 Tan LIMESTONE with clay seams and layers , 100/ 1.25" 12.0 Gray LIMESTONE with shale seams 100/ 66 2.5" 100/ 0.75" 100/ 20.0 , 0.75" TEST BORING TERMINATED AT 20 FT 3.5 25 65 23 42 0.1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 116 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/11/2020 End Date: 6/11/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ _10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD� .°' >0) u�i E_ E a -.1 n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.25 25 2.25 30 78 26 52 0.3 4.0 100/ 1.25" 100/ 1.0" 100/ 15.0 , 0.75" 100/ 20.0 L 0.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 117 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/11/2020 End Date: 6/11/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY _10— _15_ _20 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' o N a) U� r� >a> uci E_ E a > C J Y n 0�f 5) odv U 0o2c@o X_ m z°°n nZa a an v c3n a 3.0 30 52 23 29 2.0 12.0 505 3,E 1 5" 1. 6 100/ 6 1.0" 100/ 20.0 , 0.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 118 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/11/2020 End Date: 6/11/2020 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL Hours (ft): 0NFAfter MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers 5 _10_ Gray LIMESTONE with shale seams _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n wo of "aL c5 @c) > �a C J Y - o 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 16 1.0 13.0 50/ " 2 100/ 3.5" 100/ 0.75" 100/ 20.0 , 0.75" ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 119 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/11/2020 End Date: 6/11/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Brown CLAY Tan LIMESTONE with clay seams and layers _5 _10_ Gray LIMESTONE with shale seams 15 Gray SHALE i _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F ov, a�a) u, o U 0) r.LD .°' >0) � E_ E a o n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.0 26 65 22 43 3.5 19 3.0 100/ 1.75" 100/ 5" 1. 13.0 100/ 0.5" 18.0 100/ 20.0 66 2.0" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 120 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/12/2020 End Date: 6/12/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10_ Gray LIMESTONE with shale seams _15_ Gray SHALE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' oN a_a) U� r.LD >0) u�i E_ E a "aL > C J Y n owo of c5 @c) �a 0 o c dcv U n v 3 cn X o_ z° cn ` 6 v m a cn �a a D Z o 4.5+ 2.2 86 24 80 28 52 2.0 100/ 5.25" 100/ 10.0 , 0.75" 100/ 0.75" 17.0 100/ 20.0 , 1.5" 5058 Brush Creek Rd. BORING NO.: 141 ALPHAN� T E S T I N G Texas 119 Sheet 1 1 t PhonForte817-496-5600orth, of Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 1/10/2022 End Date: 1/10/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 170 / 24 GROUND WATER OBSERVATIONS �•� E aa) w QOn Rods (ft): NONE o T p ° U� C.N U) r _ E a - o ZAfter Drilling (ft): DRY n_ 'ow o a a, aN c v After_ Hours (ft): o-�° U` a p `m `� 3 o C7 - Ha a� d o o o ?� Z jCU m a MATERIAL DESCRIPTION Dark Brown CLAY - / 4.5+ 19 60 20 40 _ 2.0 Brown CLAY with limestone fragments — 4.5+ 18 _ 4.0 Tan GRAVELY CLAY — 5 4.5+ 63 10 77 24 53 _ 6.0 Tan CLAY with gravel — 4.5+ 13 52 18 34 3.2 with calcareous deposits at 6-8ft — 4.5+ 8 10 10.0 Tan LIMESTONE with clay seams and layers 100/ , 9 _15 15.0 2.25 TEST BORING TERMINATED AT 15FT 20 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 0 0 5058 Brush Creek Rd. BORING NO.: 142 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 1/10/2022 End Date: 1/10/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS QOn Rods (ft): NONE ZAfter Drilling (ft): DRY NFAfter Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN a_a) 0,55 U� 0) r.LD .°' >0) u�i E_ E a o n 0Hw o f "aL c) > C J Y - 0 oO C dN U 7 CT in U cn X_ z°`° n Z m a c?in a D oa . 4.5+ 19 67 23 44 1.0 100/ 4.5" 100/ 0.75" 100/ 1.25" 11.0 6 100/1.1 100/ 20.0 , A L P H A #NtTESTING 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) (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 19 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 (%) W (GM), SILTY GRAVEL 4 m(OL), ORGANIC SILT TRACE 1 TO 10 LITTLE 11 TO 20 SOME 21 TO 35 (OH), ORGANIC CLAY AND 36 TO 50 15mm 1♦ N 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) AUGER SAMPLE FINE GRAVEL COURSE SAND 5.0 mm TO 3.0" 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) ALPHA #NtTESTING Geotechnical Construction Materials Environmental WHERE IT ALL BEGINS TBPE Firm No. 813 January 24, 2022 CTMGT Alpha Ranch, LLC 1800 Valley View Lane, Suite 300 Farmers Branch, Texas 75234 Attention: Mr. Alan Adkins Re: Pavement Recommendations Alpha Ranch South of Highway 144 and Off County Line Road Fort Worth, Texas ALPHA Report No. W201468-A 5058 Brush Creek Road Tel: 817-496-5600 Fort Worth, Texas 76119 Fax: 817-496-5608 www.alphatesting.com Submitted herein are the recommended pavement sections for the proposed subdivision (Alpha Ranch). The proposed subdivision is generally located on the south side of State Highway 114, generally east and west of the intersection with Shale Creek Boulevard in Fort Worth, Texas. This study was authorized by Mr. Alan Adkins and performed in accordance with ALPHA Proposal No. 77565-revl dated May 27, 2020. A separate report with recommendations for residential foundations will be issued under a separate cover. 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 the (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. W201468-A P� 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'/z 10 on lime stabilized subgrade soil 28-day Concrete Compressive 3,600 3,600 3,600 Strength (psi) Subgrade Treatment 6 inches Lime 8 inches Lime 8 inches Lime Application Rate (lbs per sq yd) 30 36 36 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 120 test borings to a depth of about 20 ft and three (3) test borings to a depth of 10 ft. However, since the initial start of the project, the site plan changed. Seventeen borings (Borings 1 through 17) are outside the current study areas and 19 additional borings (Borings 124 through 142) were drilled to cover expanded areas. Laboratory testing was not complete for these additional borings at the time of this report. The test borings were performed in general accordance with ASTM D 420 using standard rotary drilling equipment. The approximate location of each boring is shown on the attached 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. PA ALHA Report No. W201468-A 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: • 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) GENERAL SUBSURFACE CONDITIONS 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 formations mapped as undivided. The Fort Worth Limestone and Duck Creek undivided formation generally consists of limestone with marl (limey shale) layers. Residual overburden soils associated with this undivided 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 1 ft to 19 ft below the ground surface underlain by shale and/or limestone extending to the 20 ft termination depth. Subsurface conditions encountered in the remaining Borings generally consisted of clay and/or shaly clay extending to the 20 ft termination depth. Layers of limestone about 3 ft to 6 ft thick were encountered between the clay and shaly clay in Borings 73, 83 and 122 at depths of about 2 ft to 8 ft below the ground surface. Alternating layers of clay, limestone and/or shaly clay were encountered in Borings 54, 68, 70, 71, 73, 79, 83, 92, 99 and 122. More detailed stratigraphic information is presented on the attached Log of Boring sheets. Most of the materials encountered in the borings are relatively impermeable and are expected to have a 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. Free groundwater was encountered on drilling tools during drilling in Borings 6, 13, 15, 16, 26, 44, 51, 52, 53, 54, 59, 60, 66, 76, 77, 79, 81 through 85, 88, 89, 92, 93, 94, 97, 103 and 104 at depths of about 2 ft to 15 ft below the ground surface. Groundwater was observed in the open boreholes of Borings 6, 15, 16, 26, 51, 52, 53, 54, 59, 60, 66, 76, 77, 79, 81 through 85, 88, 89, 92, 93, 94, 97 and 104 immediately upon completion of drilling at depth of about 0 ft to 19 ft. No free groundwater was encountered in the remaining borings. 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, particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. ALHA Report No. W201468-A P� Further details concerning subsurface materials and conditions encountered can be obtained from the attached boring logs. 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 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 Preparation 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 30 and 36 lbs per sq yard of hydrated lime (by dry soil weight) in conformance with TxDOT Standard Specifications Item 260. The application rate for Residential Urban streets is the minimum required by the City of Fort Worth. The application rate for Collector/Arterial streets is based on a 6 percent application rate, assuming a dry unit soil weight of 100 pcf for the pavement subgrade. The results of lime series tests performed on representative clay samples are attached (Figure 2). 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. 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. Preliminary estimates indicate the pavement could be subject to potential movements of about 2 to 6 inches depending on the depth of limestone from final grade. A more detailed assessment of potential movements will be provide in the foundation report to be issued under a separate cover. 4 ALHA Report No. W201468-A P� 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. 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. 5 ALHA Report No. W201468-A P� 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 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 27 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 m �� 1pP ) 1 2 0-1 Dark Brown CLAY 53 2 4 2-4 Light Brown CLAY 73 3 9 2-4 Dark Brown CLAY 58 4 13 0-2 Dark Brown CLAY 51 5 16 0-2 Dark Brown CLAY 61 6 23 0-2 Dark Brown CLAY 25 7 26 0-2 Dark Brown CLAY 11 8 32 2-4 Dark Brown CLAY 17 9 36 4-6 Dark Brown CLAY 26 10 37 2-4 Tan Clay 25 11 47 4-6 Tan Clay 61 12 54 2-4 Brown Clay 49 M ALHA Report No. W201468-A TABLE B Soluble Sulfates P� Sample Boring Depth, Soluble Sulfate, No. No. ft Material Type mg/Kg (ppm) 13 60 2-4 Dark Brown CLAY 42 14 65 0-2 Light Brown CLAY 35 15 67 2-4 Dark Brown CLAY 39 16 72 2-4 Dark Brown CLAY 0 17 77 2-4 Brown CLAY 0 18 80 4-6 Brown CLAY 16 19 89 2-4 Dark Brown CLAY 34 20 91 2-4 Dark Brown CLAY 27 21 93 2-4 Dark Brown CLAY 29 22 98 0-2 Brown CLAY 163 23 100 0-2 Dark Brown CLAY 51 24 106 0-2 Dark Brown CLAY 119 25 107 2-4 Brown CLAY 37 26 115 0-2 Brown CLAY 26 27 117 0-2 Dark Brown CLAY 0 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 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. 7 ALHA Report No. W201468-A Site Preparation and Grading Limestone was encountered within 4 ft of the ground surface in several of the borings. Limestone could be encountered during general excavation in some areas of the site. From our experience, this limestone can be hard and may difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers, jack hammers, or sawcutting) 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 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 8 ALHA Report No. W201468-A P� 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. Clay with a plasticity index equal to or greater than 25 should be compacted to a dry density between 95 and 100 percent of standard Proctor maximum dry density (ASTM D 698). The compacted moisture content of the clays during placement should be within the range of 2 to 5 percentage points above optimum. Clay 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. 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. 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. In general site grading areas where final fill slopes will be four horizontal to one vertical (4:1) or steeper and greater than 5 ft in height, field density and moisture content tests should be performed on each lift. 9 ALHA Report No. W201468-A 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 iffill is properly compacted, fills in excess of about 10 ft are still subject to settlements over time of up to about I 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 on drilling tools during drilling in Borings 6, 13, 15, 16, 26, 44, 51, 52, 53, 54, 59, 60, 66, 76, 77, 79, 81 through 85, 88, 89, 92, 93, 94, 97, 103 and 104 at depths of about 2 ft to 15 ft below the ground surface. From our experience, shallow 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. 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. 10 ALHA Report No. W201468-A PX ALPHA TESTING, LLC 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 party 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 TESTING, LLC 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. 11 ALHA Report No. W201468-A CLOSING P� 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, Sincerely, ALPHA TESTING, INC. r January 24, 2022 Karina Cohuo Geotechnical Project Manager KC/BJH/nl Copies: (1-PDF) Client /* Brian J. Hoyt, P.E. Regional Manager Attachments: Boring Location Plan — Figure 1 Mechanical Lime Series — Figure 2A, 2B and 2C WinPAS Analysis Results Log of Borings (Borings 18 through 142) Key to Soil Symbols and Classifications 12 a�K ii .� � o •' � r nb�GlrL sr uo - P �""� "i _ HIGHWAY 114 - ..,,ter.. ,., I — - - N TEW Sr �-�r n. r w sr a cove rs / ift m3r-\ 7r — — — — 7 _ J B-100 a.rri six rrt�Jr I ,T B-66 -- B-69r- B-71 —B-75 B-797 ' B-83` B-87 B-92 1 B-95Z: B-125 � t B-20 . B_21 :.....•. ! / B_68• Ar- -Ii�- r � �... B-�9i '8" B-101B-102 B 67 B-8B-9 A`�■ ` r.•, r /i I , 7 r/� i •B-141 B 104 B-73 r B-99 ( B-103 .� , ! r B- 30 B-94 j / �: x tll JIJ B-89 r i f B 97 _+ + B-105, 107■° �� B-74 s-77 � B-s I �s 11 r •s � '"w...(� / � ti . � B-106_ � B-1 l B-85 _ ,e. . / �/ \ �."'_ �'• 1 �'k- ll9 B`Io8 Bio9 -lto . , �f �ci /f \ / I . B'1 2 B 78' B-82 � � -1 r r t �B-133 B-86; ,B�91 B-121 J R_77 Is \ ✓ •^•�tf ."•�11 I - • R_1 1 1 i ,-, , . �a o r r -i B-1 B-23 \ B-24 B-25 1 7! B-28 I,�rwe 7 R 29 V;B is-3�, B-38'"►w�r�_B_41 -B-3 Tr. Q-39, ATM, B-31 I WQRo "a.a B-18 B-19 B- `—a� B-13(11 B-13 B 127 B-128 4 �'ti -:-t. �R16 B- 39 B 43 Oil . B 46 B-44. B-47 1 • I B-6114oft B-62- 2 _ B-45 B-48 B 49 �B-53' B-51 "°' ►a+r B-129 B 6 'Y B-138 B-140 it $ B-631 �t , B-122 W y • : B-5 "per B-541, B-56 - z B;52 ` ti « H B-123 r ; l s B-55�_�_5_B-58`� / - �g B-59_ PAVEMENT RECOMMENDATIONS SOUTH OF HIGHWAY 114 OFF COUNTY LINE ROAD FORT WORTH, TEXAS ALPHA PROJECT NO. W201468-A ALPN A #XTESTING WHERE IT ALL BEGINS FIGURE 1 .�..�. , .r.us,�wv■ ,+f 4A�w 11N4 APPROXIMATE BORING LOCATION BORING LOCATION PLAN ALPHA /TEST ING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W201468-A Date: 01 /20/22 % Lime 0% 2% 4% 6% 8% PI 49 18 16 11 7 70 65 60 55 50 45 40 d 35 30 \ 25 \\ 20 15- 10 5 0 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 2A ALPHA /TEST ING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W201468-A Date: 01 /20/22 % Lime 0% 2% 4% 6% 8% PI 46 19 16 11 7 70 65 60 55 50 45 40 d 35 30 \ 25 \� 20 r `' 15 10 5 0 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 213 ALPHA /TEST ING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W201468-A I % Lime 0% 2% !I PI 50 22 70 65 60 55 50 45 40 d 35 30 \ 25 \ w 20 15 w\� 10 5 0 Date: 01 /20/22 4% 6% 8% 17 12 9 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 2C Win PAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Agency: City of Fort Worth Company: Alpha Testing Inc. Contractor: Project Description: Residential Pavement Analysis Location: Fort Worth, TX Rigid Pavement Design/Evaluation PCC Thickness 5.91 inches Load Transfer, J Design ESALs 930,000 Mod. Subgrade Reaction, k Reliability 85.00 percent Drainage Coefficient, Cd Overall Deviation 0.39 Initial Serviceability Modulus of Rupture 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 psi Resilient Modulus of the Subbase 0.0 psi Subbase Thickness 0.00 inches Depth to Rigid Foundation 0.00 feet Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 280.00 psi/in 3.00 280 psi/in 1.00 4.50 2.00 Thursday, April 23, 2015 1:12:04PM Engineer: Win PAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Agency: City of Fort Worth Company: Alpha Testing Inc. Contractor: Project Description: Collector Pavement Analysis Location: Fort Worth, TX Rigid Pavement Design/Evaluation PCC Thickness 7.52 inches Load Transfer, J Design ESALs 3,000,000 Mod. Subgrade Reaction, k Reliability 85.00 percent Drainage Coefficient, Cd Overall Deviation 0.39 Initial Serviceability Modulus of Rupture 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 psi Resilient Modulus of the Subbase 0.0 psi Subbase Thickness 0.00 inches Depth to Rigid Foundation 0.00 feet Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 280.00 psi/in 3.00 280 psi/in 1.00 4.50 2.25 Thursday, April 23, 2015 1:11:04PM Engineer: Win PAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Agency: City of Fort Worth Company: Alpha Testing Inc. Contractor: Project Description: Arterial Pavement Analysis Location: Fort Worth, TX Rigid Pavement Design/Evaluation PCC Thickness 9.87 inches Load Transfer, J Design ESALs 13,000,000 Mod. Subgrade Reaction, k Reliability 85.00 percent Drainage Coefficient, Cd Overall Deviation 0.39 Initial Serviceability Modulus of Rupture 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 psi Resilient Modulus of the Subbase 0.0 psi Subbase Thickness 0.00 inches Depth to Rigid Foundation 0.00 feet Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 280.00 psi/in 3.00 280 psi/in 1.00 4.50 2.50 Thursday, April 23, 2015 1:09:59PM Engineer: ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 18 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/25/2020 End Date: 6/25/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 10 _15_ _20 6.0 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 12.0 Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 100/ 0.75" 6 100/1.1 100/ 20.0 , 0.75" 2.5 32 2.5 2.0 88 32 4.5 25 85 25 60 0.4 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 19 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/25/2020 End Date: 6/25/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 5 Tan LIMESTONE with clay seams and layers _10 Gray SHALE _15 _20 TEST BORING TERMINATED AT 20 FT 8.0 12.0 Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n wo of "aL c5 @c) > �a C J Y - o 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 2.5 33 42 100/ 4.25" 100/ 20.0 IL3 3.0 33 2.5 32 79 26 53 0.7 2.75 32 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.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/16/2020 End Date: 6/16/2020 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL Hours (ft): 0NFAfter MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams 5 _10_ Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n wo of "aL c5 @c) > �a C J Y - o 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a o 9 1.0 12.0 100/ 5 0.50" 100/ $ 1.50" 175 9 0.75" 100/ 6 20.0 L 0.50" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 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.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/17/2020 End Date: 6/17/2020 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL Hours (ft): 0NFAfter MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams 5 _10_ _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n wo of "aL c5 @c) > �a C J Y - o 0 O o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a o 3 1.0 111 4.2525" 111 2.7575" 100/ 13 16.0 100/ 7 20.0 L 0.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 22 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/17/2020 End Date: 6/17/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams 5 10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U) C�:F o N a) 0,55 U� 0) r� .9 >a> � ui . E_ E a o n o wo of c5 @c) > �a C J Y - 0 o O C dN 0" U X o� o 6 Z m J a cn Ha a D o . 4.5+ 14 59 22 37 1.0 6.5" 11 .5 125 13 4.25" 1 0 10 15" 17.0 .25 8 20.0 L 100/ 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.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/17/2020 End Date: 6/17/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE with clay seams _5_ 10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a D o 4.5+ 4.2 99 20 4.5+ 20 68 23 45 4.0 175 2.75" 9 100/ 9 66 1" 100/ 7 66 1" 17.0 .50 5 20.0 L 100/ 5058 Brush Creek Rd. BORING NO.: 24 ALPHAN� T E S T I N G Texas 119 Sheet 1 1 t PhonForte817-496-5600orth, of Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/17/2020 End Date: 6/17/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E aa) w NONE QOn Rods (ft): o T p ° U� C.N r U) _ E a o — ZAfter Drilling (ft): DRY n_ 'ow o c a v a, aN After_ Hours (ft): o—�° U` a p `m 3 `� o C7 - Ha a� d o o o Z jCU m a ?� MATERIAL DESCRIPTION %/A Dark Brown CLAY 4.0 Tan CLAY 8.0 Tan LIMESTONE with clay seams 100/ 66 1" 100/ 0.50" 17.0 Gray LIMESTONE 100/ 20.0 , 0.75" TEST BORING TERMINATED AT 20 FT 4.5+ 20 4.5+ 20 4.5+ 13 34 15 19 0.0 4.0 15 8 8 7 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 0 0 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.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/17/2020 End Date: 6/17/2020 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS QOn Rods (ft): NONE ZAfter Drilling (ft): DRY NFAfter Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams Gray LIMESTONE TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F ov, a�a) 0,55 U 0) r.LD .°' >0) � E_ E a o n 0Hw o f "aL c) > C J Y - 0 oO C dN U 7 CT in U cn X_ z°`° n Z m a c?in a D oa 4.5+ 18 55 21 34 1.0 18.0 20.0 , 50/ 5.25" 100/ 0.75" 100/ 0.50" 10 4 10 8 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.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/17/2020 End Date: 6/17/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): 15 w VAfter Drilling (ft): 12 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE with clay seams _5_ _10 _15 SZ Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD� .°' >0) u�i E_ E a -.1 n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a D o 4.5+ 25 4.25 26 74 24 50 2.0 4.0 4550" 11 125 10 4.25" 100/ 9 15.0 , .50 16 20.0 L 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 27 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/18/2020 End Date: 6/18/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ _10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 Q o U)C�:F a u, o 0) .°' oN a_a) U� "aL r.LD� >0) > u�i C E_ J E a -.1 - n o wo 0 of O c5 C @c) dN �a U Y X� o_z o� o 6 0" m J a cn Ha Z o a D 4.5 25 3.0 28 72 22 50 0.3 4.0 37 100/ 0.75" 100/ 15.0 , 0.50" 100/ 20.0 L 3 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.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/18/2020 End Date: 6/18/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ _10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD� .°' >0) u�i E_ E a -.1 n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5+ 21 4.5+ 19 68 21 47 1.2 4.0 17" 100/ 1" 100/ 15.0 , 1.5" 20.0 L 100/ 5058 Brush Creek Rd. BORING NO.: 29 ALPHAN� T E S T I N G Texas 119 Sheet 1 1 t PhonForte817-496-5600orth, of Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/22/2020 End Date: 6/22/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E aa) w NONE QOn Rods (ft): o T p ° U� C.N r U) _ E a o — ZAfter Drilling (ft): DRY n_ 'oW o c a v a, aN After_ Hours (ft): o—�° U` a p `m 3 `� o C7 - Ha a� d o o o Z jCU m a ?� MATERIAL DESCRIPTION %/A Brown CLAY - with limestone fragments at 4 ft to 6 ft 6.0 Light Brown CLAY with calcareous nodules 8.0 Tan LIMESTONE with clay seams and layers 100/ 0.5" 100/ 0.75" 17.0 Gray LIMESTONE with shale seams 100/ 20.0 , 1.25" TEST BORING TERMINATED AT 20 FT 3.0 27 3.0 28 2.5 29 3.5 24 63 23 40 15 9 15 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.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/22/2020 End Date: 6/22/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Brown CLAY Tan LIMESTONE with clay seams and layers _5_ _10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 Q o U)C�:F a u, o 0) .°' E_ E a oN a_a) U� "aL r.LD� >0) > u�i C J -.1 - n o wo 0 of O c5 C @c) dN �a U Y X� o_z o� o 6 0" m J a cn Ha Z o a D 2.5 1.1 95 27 4.0 25 73 23 50 0.7 4.0 / 5. 13 .5 175 9 1.75" 100/ 6 15.0 , 2.5" / 13 100 20.0 L 1.2 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 31 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/22/2020 End Date: 6/22/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL Hours (ft): 0NFAfter MATERIAL DESCRIPTION Dark Brown CLAY _ 4.0 Brown CLAY with limestone fragments and calcareous 5 deposits Tan LIMESTONE with clay seams and layers 10 Gray SHALE _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.25 31 4.0 3.0 3.0 8.0 100/ 0.25" 13.0 100/ 5.75" 20.0 L 100/ 100/ 30 29 70 23 47 25 8 19 12 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 32 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/22/2020 End Date: 6/22/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: g 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 5 with limestone fragments at 7 ft Tan LIMESTONE with clay seams and layers _10 Gray SHALE _15 _20 TEST BORING TERMINATED AT 20 FT 8.0 Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a D o 4.5+ 25 3.0 30 3.0 31 79 25 54 3.0 32 175 15 0.75" 14.0 100/ 7 2.75" 100/ 15 20.0 , 1.75" ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 33 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/22/2020 End Date: 6/22/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: g 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY with gravel at 4 ft to 6 ft 5 Tan LIMESTONE with clay seams and layers 10 Gray SHALE _15 _20 TEST BORING TERMINATED AT 20 FT 6.0 13.0 Hammer Drop (Ibs / in): 140 / 30 a o Q o U oN �� o Fn U� 0) E� .°' >a> u�i E_ E a o n o� co of c5) @o > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5+ 26 4.5+ 27 77 25 52 0.0 4.5+ 28 100/ 8 0.5" 125 18 5.25" 20.0 L 100/ 11 100/ ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 34 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/22/2020 End Date: 6/22/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 5 Tan LIMESTONE with clay seams and layers _10 Gray SHALE _15 _20 TEST BORING TERMINATED AT 20 FT 6.0 Hammer Drop (Ibs / in): 140 / 30 a o Q o U oN �� o Fn U� 0) E� .°' >a> u�i E_ E a o n co of c5) @o > �a C J Y - o� 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 2.5 33 3.0 29 70 25 45 1.7 3.5 30 125 7 1.25" 14.0 3.5" 18 .5 100/ 11 20.0 , 1.5" ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 35 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/18/2020 End Date: 6/18/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Light Brown CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers _10 Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT 4.0 6.0 Hammer Drop (Ibs / in): 140 / 30 a Q o U) C�:F o N a) o Fn U� 0) E� .°' >a> u�i E_ E a o n f 5) @o > C J Y - o 0�oO dN U U X �Z 6 mzo J7 ain c?in Ha a D D o_ 100/ 1.5" 14.0 100/ 4.0" 100/ 1.0" 20.0 L 4.5+ 24 3.0 0.8 87 31 2.75 31 66 21 45 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 36 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/18/2020 End Date: 6/18/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Light Brown CLAY with calcareous nodules 5 Tan LIMESTONE with clay seams and layers _10 Gray SHALE _15 _20 TEST BORING TERMINATED AT 20 FT 4.0 8.0 12.0 Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5+ 23 100/ 3.25" 100/ 2.5" 100/ 20.0 , 1.75" 4.5+ 24 82 26 56 2.0 3.0 15 3.0 13 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 37 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/17/2020 End Date: 6/17/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY — � Tan CLAY _5 Tan LIMESTONE with clay seams 10 _15_ Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a D o 4.5+ 18 2.0 4.0 16 4.5+ 12 27 13 14 0.0 6.0 125 / 12 1.2 17.0 100/ 14 20.0 L 1.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 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.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/18/2020 End Date: 6/18/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Light Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 _10 Gray SHALE _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n wo of "aL c5 @c) > �a C J Y - o 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.25 24 2.0 4.5+ 13 48 18 30 4.0 100/ 4.5" 13.0 100/ 1.25" 100/ 5.0" 20.0 L 100/ 100/ 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.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/18/2020 End Date: 6/18/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ _10 Gray SHALE _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD� .°' >0) u�i E_ E a -.1 n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5+ 21 4.0 100/ 66 4.0" 12.0 100/ 66 0.75" 100/ 2.0" 100/ 20.0 , 2.5" 4.5+ 24 80 28 52 2.8 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 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.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/24/2020 End Date: 6/24/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE with clay seams and layers 10 Gray SHALE _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' o N a) U� r� >a> uci E_ E a > C J Y n �f 5) odv U 0ooc@o X_ m z°°n nZa a an v c3n a 3.25 31 60 22 38 2.0 13.0 12" 6 100/ 1" 100/ 1.25" 20.0 L 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 41 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/24/2020 End Date: 6/24/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ _10 Gray SHALE _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.25 1.1 86 32 70 23 47 2.5 38 4.0 100/ 1.25" 13.0 100/ 0.50" 14" 20.0 L 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 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.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/24/2020 End Date: 6/24/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ _10 Gray SHALE _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n wo of "aL c5 @c) > �a C J Y - o 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 2.5 38 4.0 66 42 12.0 100/ 66 2.25" 100/ 3.25" 100/ 20.0 , 1.50" 2.75 37 76 25 51 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 43 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/29/2020 End Date: 6/29/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION VABrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE with shale seams _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' oN a_a) U� r.LD >0) u�i E_ E a "aL > C J Y n owo of c5 @c) �a 0 o c dcv U n v 3 cn X o_ z ° cn ` ° v m a cn �a a D Z o 4.5+ 13 2.0 100/ 1.25" 12" 13.0 100/ 2.25" 100/ 6.50" 100/ 20.0 , 2.25" 5058 Brush Creek Rd. BORING NO.: 44 ALPHAN� T E S T I N G Texas 719 Sheet 1 1 t PhonForte817-496-5600orth, of Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/18/2020 End Date: 6/18/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E a) QOn Rods (ft): 15 o p °nu) _ - ZAfter Drilling (ft): DRY n_ 'ow o c a v a, aN After_ Hours (ft): o-�° U` a p `m 3 `� o C7 - Ha a� d o o o Z jCU m a ?� MATERIAL DESCRIPTION Brown CLAY with limestone fragments and calcareous deposits - 3.0 17 - 3.0 17 53 23 30 _ 4.0 Tan LIMESTONE with clay seams and layers 100/ - 5 - , 0.5" 100/ - 10 , 0.25" _ 12.0 Gray SHALE 100/ _151 V 15.0 , 0.25" Gray LIMESTONE with shale seams 100/ _20 20.0 , 0.25" TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 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.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/24/2020 End Date: 6/24/2020 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL Hours (ft): 0NFAfter MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers 5 _10_ Gray LIMESTONE with shale seams _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 Q o U)C�:F a u, o 0) .°' oN a_a) U� "aL r.LD >0) > u�i C E_ J E a o - n o wo 0 of O c5 C @c) dN �a U Y X� o_z o� o 6 0" m J a cn Ha Z o a D . 3.5 36 88 30 58 1.0 100/ 0.75" 100/ 0.75" 11.0 100/ 0.50" 100/ 20.0 , 1.50" 5058 Brush Creek Rd. BORING NO.: 46 ALPHAN� T E S T I N G Texas 119 Sheet 1 1 t PhonForte817-496-5600orth, of Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/24/2020 End Date: 6/24/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E aa) w NONE QOn Rods (ft): o T p ° U� C.N r U) _ E a o — ZAfter Drilling (ft): DRY n_ 'ow o c a v a, aN After_ Hours (ft): o—�° U` a p `m 3 `� o C7 - Ha a� d o o o Z jCU m a ?� MATERIAL DESCRIPTION %/A Dark Brown CLAY 5 10 15 20 Brown CLAY with limestone fragments Tan CLAY with calcareous nods TEST BORING TERMINATED AT 20 FT 4.0 8.0 20.0 3.0 2.3 91 30 4.25 24 3.5 21 53 21 32 0.0 3.75 23 2.5 18 1.0 16 1.25 12 5058 Brush Creek Rd. BORING NO.: 47 ALPHAN� T E S T I N G Texas 119 Sheet 1 1 t PhonForte817-496-5600orth, of Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/24/2020 End Date: 6/24/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E aa) w QOn Rods (ft): NONE o T p ° U� C.N U) r _ E a - o ZAfter Drilling (ft): DRY n_ 'ow o a a, aN c v After_ Hours (ft): o-�° U` a p `m `� 3 o C7 - Ha a� d o o o Z jCU m a ?� MATERIAL DESCRIPTION Dark Brown CLAY - / 2.5 31 with limestone fragments at 2 ft to 4 ft - 4.5 26 75 25 50 _ 4.0 Tan CLAY with limestone fragments and clacareous 5 deposits - 4.25 24 - 4.0 25 73 22 51 0.1 - 4.5+ 16 10 _ 13.0 Gray SHALE 100/ - 15 , 11.25' 100/ -20 20.0 L 6.50" TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 48 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/24/2020 End Date: 6/24/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL Hours (ft): 0NFAfter MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 Gray LIMESTONE with shale seams _15 _20_ TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.75 11 1.0 100/ 4.50" 100/ 10.0 66 1„ 100/ 0.75" 100/ 20.0 , 3.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 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.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/29/2020 End Date: 6/29/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION VADark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 10 Gray SHALE with limestone seams _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' o N a) U� r� >a> uci E_ E a > C J Y n o� co of c5) @o �a 0 o c dcv U n v 3 cn X o_ z° cn ` 6 v m a cn �a a Z a 2.5 33 70 24 46 2.0 100/ 0.75" 100/ 1.50" 12.0 10 10" 100/ 6.25" 100/ 20.0 , 5.75" 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.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/24/2020 End Date: 6/24/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL Hours (ft): 0NFAfter MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 _10_ Gray LIMESTONE with shale seams _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o . 2.75 32 59 22 37 1.0 100/ 0.75" 100/ 0.25" 11.0 12" 100/ 20.0 , 0.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 51 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/29/2020 End Date: 6/29/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): 8 w VAfter Drilling (ft): 3 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION VADark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 1 5 Tan and Gray SHALY CLAY 10 Gray SHALE with limestone seams _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' o N a) U� r� >a> uci E_ E a > C J Y n �f 5) odv U 0ooc@o X_ m z°°n nZa a an v c3n a 1.75 33 2.0 100/ 0.50" 100/ 66 0.75" 8.0 4.5+ 20 55 21 34 1.5 12.0 100/ 5.25" 100/ 20.0 , 4.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 52 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/29/2020 End Date: 6/29/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): 8 w VAfter Drilling (ft): 3 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with sand Tan LIMESTONE with clay seams and layers i 5 Q _10_ Gray SHALE with limestone seams _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 33 1.0 13.0 100/ 0.50" 100/ 0.75" 100/ 5.50" 100/ 20.0 L 2.50" ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 53 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/30/2020 End Date: 6/30/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): 8 w VAfter Drilling (ft): 0 CL 0NFAfter Hours (ft): 1 MATERIAL DESCRIPTION %/A Dark Brown CLAY 5 - J 10 15 20 4.0 Brown CLAY Q - with limestone fragments below 8 ft Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n wo of "aL c5 @c) > �a C J Y - o0 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.0 34 14.0 Gray LIMESTONE with shale seams 100/ 5.75" TEST BORING TERMINATED AT 20 FT 100/ 20.0 hk 2.25" 3.25 30 66 22 44 4.25 23 52 18 34 1.25 24 4.5+ 15 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 54 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/30/2020 End Date: 6/30/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: g 0) GROUND WATER OBSERVATIONS V On Rods (ft): 3 w VAfter Drilling (ft): 3 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Brown CLAY with limestone fragments t Tan LIMESTONE with clay seams and layers 5 Gray SHALY CLAY 10 Gray LIMESTONE with shale seams 15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 2.25 0.8 95 26 2.0 4.0 8.0 11.0 20.0 , 100/ 7" 100/ 1.75" 100/ 1.75" 3.25 20 4.5 18 59 23 36 1.1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 55 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/30/2020 End Date: 6/30/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL Hours (ft): 0NFAfter MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers 5 _10_ Gray SHALE _15 _20 = TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 Q o U)C�:F a u, o 0) .°' E_ E a oN a_a) U� "aL r.LD >0) > u�i C J o - n o wo of O c5 C @c) dN �a U Y 0 X� o_z o� o 6 0" m J a cn Ha Z o a D . 4.5 20 1.0 13.0 100/ 1.50" 12" 100/ 5" 100/ 20.0 , 3.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 56 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/30/2020 End Date: 6/30/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Light Brown CLAY ZrA Tan LIMESTONE with clay seams and layers _5_ _10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5+ 24 60 23 37 2.0 2.25 17 4.0 12" 100/ 2.25" 100/ 15.0 , 2.25" 100/ 20.0 , ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 57 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/30/2020 End Date: 6/30/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION Light Brown CLAY Tan LIMESTONE with clay seams and layers _5_ 10 Gray SHALE _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a o Q o U u, o 0) .°' oN �� U� r.LD >a> u�i E_ E a "aL > C J Y n owo of c5 @c) �a 0 o c dcv U n v 3 cn X o_ z ° cn ` ° v m a cn �a a D Z o 4.5 11 32 15 17 2.0 100/ 6.25" 100/ 0.75" 14.0 100/ 5.2525" 100/ 20.0 , 1.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 58 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/30/2020 End Date: 6/30/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE wih clay seams and layers 10 Gray SHALE _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' o N a) U� r� >a> uci E_ E a > C J Y n o� co of c5) @o �a 0 2 c dcv U n v 3 cn X o_ z ° cn ` ° v m a cn �a a Z a 3.75 23 55 20 35 2.0 100/ 1.50" 100/ 0.50" 14.0 100/ 1" 100/ 20.0 JL 3„ ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 59 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/30/2020 End Date: 6/30/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): 11 w VAfter Drilling (ft): 8 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 6.0 Light Brown CLAY with calcareous nods 19.0 Gray LIMESTONE with shale seams 20.0 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 100/ 1.75" 2.75 1.2 86 34 3.25 27 4.25 25 64 20 44 0.4 4.25 20 3.0 16 2.5 24 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 60 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/30/2020 End Date: 6/30/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): 11 w VAfter Drilling (ft): 6 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 5 _ i_ Light Brown CLAY with calcareous nods 10 V 15 Gray SHALE i _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F ov, a�a) u, o U 0) E.LD� .°' >0) � E_ E a -.1 n wo of "aL c5 @c) > �a C J Y - o0 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.5 31 6.0 45 18.0 100/ 20.0 66 4.75" 3.5 25 3.75 25 4.5+ 20 57 19 38 0.0 3.75 21 12 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 61 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/30/2020 End Date: 6/30/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %//� Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' o N a) U� r� >a> uci E_ E a > C J Y n 0�f 5) odv U 0ooc@o X_ m z°6n nZa a an v c3n a 4.5+ 17 34 18 16 2.0 12.0 100/ 1.75" 13" 12" 100/ 20.0 , 1.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 62 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/30/2020 End Date: 6/30/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL Hours (ft): 0NFAfter MATERIAL DESCRIPTION Light Brown CLAY with limestone fragments _10— _15_ _20 T Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.5 11 4.0 8 28 14 14 4.0 100/ 2.75" 13.0 12" 100/ 2.25" 100/ 20.0 , 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 63 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/30/2020 End Date: 6/30/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION VADark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE with shale seams _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' oN a_a) U� r.LD >0) u�i E_ E a "aL > C J Y n owo of c5 @c) �a 0 o c dcv U n v 3 cn X o_ z° cn ` 6 v m a cn �a a D Z o 16 55 21 34 2.0 100/ 2.75" 100/ 3.25" 13.0 100/ 2.25" L 13" 100/ 20.0 , 2.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 64 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/30/2020 End Date: 6/30/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION VABrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE with shale seams _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' oN a_a) U� r.LD >0) u�i E_ E a "aL > C J Y n owo of c5 @c) �a 0 o c dcv U n v 3 cn X o_ z ° cn ` ° v m a cn �a a D Z o 4.0 22 61 20 41 2.0 100/ 2.75" 100/ 2.25" 13.0 13" 100/ 3.50" 100/ 20.0 , ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 65 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/30/2020 End Date: 6/30/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION Light Brown CLAY with calcareous nods Tan LIMESTONE with clay seams and layers _5_ 10 Gray SHALE _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' o N a) U� r� >a> uci E_ E a > C J Y n �f 5) odv U 0ooc@o X_ m z°°n nZa a an v c3n a 14 33 19 14 2.0 12.0 6 100/ 1" 13" 100/ 1.25" 100/ 20.0 , 3.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 66 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/16/2020 End Date: 6/16/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): 5 w VAfter Drilling (ft): 9 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams 5 V _ 1_ Gray SHALE with limestone seams _10 _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o . 4.5+ 22 67 20 47 1.0 125 7 1.25" 9.0 100/ 21 5.25.25" 100/ 21 1.50" 100/ 21 20.0 , 2 5058 Brush Creek Rd. BORING NO.: 67 ALPHAN� T E S T I N G Texas 719 Sheet 1 1 t PhonForte817-496-5600orth, of Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/16/2020 End Date: 6/16/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E aa) w NONE QOn Rods (ft): o T p ° U� C.N r U) _ E a o — ZAfter Drilling (ft): DRY n_ 'oW o c a v a, aN After_ Hours (ft): o—�° U` a p `m 3 `� o C7 - Ha a� d o o o Z jCU m a ?� MATERIAL DESCRIPTION %/A Dark Brown CLAY 10 _15_ _20 4.5+ 22 3.5 26 2.5 1.3 95 27 2.75 33 76 25 51 0.1 8.0 Light Brown CLAY with limestone fragments 3.5 21 64 21 43 11.0 Tan LIMESTONE 13.0 Gray LIMESTONE with shale seams 175 8 0.75" TEST BORING TERMINATED AT 20 FT 100/ 12 20.0 , 1.25" ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 68 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/16/2020 End Date: 6/16/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE _5 Tan and Gray SHALY CLAY 10 Gray SHALE with limestone seams _15 = _20 TEST BORING TERMINATED AT 20 FT 3.0 Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n wo of "aL c5 @c) > �a C J Y - o 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5+ 23 65 23 42 2.75 17 100/ 7 0.50" 8.0 4.5+ 24 66 23 43 4.3 10.0 175 12 2.75" 100/ 9 20.0 , 1.50" 5058 Brush Creek Rd. BORING NO.: 69 ALPHAN� t T E S T I N G PhonForte817-496-5600orth, Texas 719 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/16/2020 End Date: 6/16/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS o �•� E _ aa) NONE > L U� �'.m r E E a o QOn Rods (ft): p ° U) c — ZAfter Drilling (ft): DRY n_ 'oW o—�° a o a, aN p a v 3 o After_ Hours (ft): U a� o o o `m m c� - Xa a ?� Z jCU a a MATERIAL DESCRIPTION Dark Brown CLAY 2.25 30 2.5 27 5 — 2.0 26 — 2.25 28 _ 8.0 Tan CLAY with calcareous deposits 2.75 27 66 21 45 10 10.0 Tan and Gray SHALY CLAY 4.5+ 23 63 23 40 0.1 15 _ 17.0 Gray LIMESTONE with shale seams 100/ 7 _20 20.0 , 1.75" TEST BORING TERMINATED AT 20 FT ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 70 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/12/2020 End Date: 6/12/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: g 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 2.75 29 2.5 25 4.0 Light Brown CLAY with gravels 4.5+ 10 69 21 48 6.0 Tan LIMESTONE with clay seams , 50/ 3.50" 7 10.0 Tan CLAY 13.0 Gray LIMESTONE with shale seams 125 1.25" 8 100/ 15 20.0 , 2.25" TEST BORING TERMINATED AT 20 FFT ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 71 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/16/2020 End Date: 6/16/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE with clay seams Tan CLAY Tan and Gray SHALY CLAY Gray LIMESTONE TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 1.25 0.9 88 31 1.25 37 66 22 44 0.0 4.0 100/ 1.50" 8.0 2.75 30 10.0 2.5 28 65 24 41 0.0 16.0 100/ 20.0 k 16 5058 Brush Creek Rd. BORING NO.: 72 ALPHAN� t T E S T I N G PhonForte817-496-5600orth, Texas 719 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/12/2020 End Date: 6/12/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS o �•� E _ aa) NONE > L U� �'.m r E E a o QOn Rods (ft): p ° U) c — ZAfter Drilling (ft): DRY n_ 'ow o—�° a o a, aN p a v 3 o After_ Hours (ft): U a� o o o `m m c� - Xa a ?� Z jCU a a MATERIAL DESCRIPTION Dark Brown CLAY 4.5 24 3.75 25 — 5 2.5 29 77 26 51 — 2.0 27 _ 8.0 Tan CLAY 3.5 20 51 20 31 10 1.5 21 15 15.0 Tan and Gray SHALY CLAY — 4.25 19 20 20.0 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 73 ALPHAN� T E S T I N G Texas 119 Sheet 1 1 t PhonForte817-496-5600orth, of Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/15/2020 End Date: 6/15/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E aa) w NONE QOn Rods (ft): o T p ° U� C.N r U) _ E a o — ZAfter Drilling (ft): DRY n_ 'ow o c a v a, aN After_ Hours (ft): o—�° a U` p �' 3 `� o 0 a� U) o X ci C o o o U U) m _ J 10 15 J 20 � a a ZCU o- MATERIAL DESCRIPTION Dark Brown CLAY 4.5+ 22 2.0 Tan CLAY Tan LIMESTONE with clay seams Tan and Gray SHALY CLAY TEST BORING TERMINATED AT 20 FT 8.0 11.0 4.5+ 19 67 21 46 0.4 4.5+ 15 4.0 21 1.50" 8 4.5+ 19 59 20 39 4.5+ 17 20.0 5058 Brush Creek Rd. BORING NO.: 74 ALPHAN� t T E S T I N G PhonForte817-496-5600orth, Texas 119 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/15/2020 End Date: 6/15/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS o �•� E _ aa) NONE > L U� �'.m r E E a o QOn Rods (ft): p ° U) c — ZAfter Drilling (ft): DRY n_ 'ow o—�° a o a, aN p a v 3 o After_ Hours (ft): U a� o o o `m m c� - Xa a ?� Z jCU a a MATERIAL DESCRIPTION Dark Brown CLAY 2.0 32 4.0 2.7 87 26 — 5 2.0 30 71 24 47 1.2 _ 6.0 Brown CLAY 2.5 26 73 24 49 0.0 4.5+ 21 10 10.0 Tan and Gray SHALY CLAY 4.5+ 20 15 — 4.5+ 15 20 ♦ 20.0 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 75 ALPHAN� t T E S T I N G PhonForte817-496-5600orth, Texas 719 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/16/2020 End Date: 6/16/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS o �•� E _ aa) NONE > L U� �'.m r E E a o QOn Rods (ft): p ° U) c — ZAfter Drilling (ft): DRY n_ 'oW o—�° a o a, aN p a v 3 o After_ Hours (ft): U a� o o o `m m c� - Xa a ?� Z jCU a a MATERIAL DESCRIPTION Dark Brown CLAY 4.0 26 1.5 30 — 5 1.75 31 77 25 52 0.1 — 2.25 29 _ 8.0 Light Brown CLAY with limestone fragments 3.0 24 10 10.0 Tan and Gray SHALY CLAY — 2.25 21 15 — 20 20 ♦ 20.0 TEST BORING TERMINATED AT 20 FT ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 76 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/12/2020 End Date: 6/12/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): 15 w VAfter Drilling (ft): 15 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 10 J 15 J 20 1 6.0 Brown CLAY - with calcareous nodules at 13 ft 17.0 1 Tan and Gray SHALY CLAY 20.0 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n wo of "aL c5 @c) > �a C J Y - o0 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 2.5 27 1.5 30 1.5 27 2.5 27 72 24 48 0.0 3.0 22 10 21 5058 Brush Creek Rd. BORING NO.: 77 ALPHAN� T E S T I N G Texas 719 Sheet 1 1 t PhonForte817-496-5600orth, of Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/15/2020 End Date: 6/15/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E aa) QOn Rods (ft): 11 o 0 H p 85 Y Uas �u) a o Q a ZAfter Drilling (ft): 8 n_ ow o c' aN n v After_ Hours (ft): o� U` a p `m 3 `� o C7 - Ha a� d o o o Z jCU m a ?� MATERIAL DESCRIPTION %/A Brown CLAY 5 with limestone fragments below 6 ft 1_ Light Brown CLAY with calcareous nodules 10 V 15 Tan and Gray SHALY CLAY 20 TEST BORING TERMINATED AT 20 FT 8.0 4.5 26 2.75 27 3.0 27 3.75 28 70 25 45 4.5 14 3.0 18 16.0 1 4.5+ 19 20.0 5058 Brush Creek Rd. BORING NO.: 78 ALPHAN� T E S T I N G Texas 119 Sheet 1 1 t PhonForte817-496-5600orth, of Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/11/2020 End Date: 6/11/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E aa) w QOn Rods (ft): NONE o T p ° U� C.N r U) _ E a - o ZAfter Drilling (ft): DRY n_ 'ow o c a v a, aN After_ Hours (ft): o-�° U` a p `m `� 3 o C7 - Ha a� d o o o Z jCU m a ?� MATERIAL DESCRIPTION Dark Brown CLAY - / 4.5 31 - 4.25 33 - 5 2.5 28 _ 6.0 Light Brown CLAY with gravel - 3.75 21 59 20 39 0.0 - 3.0 11 10 _ 13.0 Tan and Gray SHALY CLAY - 4.5+ 18 57 23 34 15 - 4.5 16 20 20.0 TEST BORING TERMINATED AT 20 FT ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 79 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/12/2020 End Date: 6/12/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): 2 w VAfter Drilling (ft): 2 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY _5 _10— _15_ _20 1 Tan LIMESTONE with clay seams and layers Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a o N a) UZ!::� EU) >a> uci E_ E a > C J Y n o0 co of c5) @o �a 0 2 c dcv U n v 3 cn X o_ z° cn ` 6 v m a cn �a a Z a 1.75 36 74 24 50 2.0 100/ 13 5.0 1.5" 1.0 28 61 19 42 14.00 1.0 36 100/ 66 3.25" 16.0 100/ 20 20.0 , 1.25" ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 80 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/12/2020 End Date: 6/12/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Brown CLAY - with limestone fragments at 6 ft to 15 ft Tan CLAY with calcareous nodules TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.0 0.8 88 28 18.0 1 20.0 3.5 28 85 26 59 0.4 3.5 30 3.25 27 4.0 25 3.75 25 4.0 16 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 81 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/15/2020 End Date: 6/15/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): 11 w VAfter Drilling (ft): 9 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 10 J 15 20 1 Q Light Brown CLAY with limestone fragments TEST BORING TERMINATED AT 20 FT 6.0 20.0 Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5+ 25 1.5 33 1.75 33 85 26 59 0.0 3.25 18 3.0 15 1.75 14 15 5058 Brush Creek Rd. BORING NO.: 82 ALPHAN� T E S T I N G Texas 119 Sheet 1 1 t PhonForte817-496-5600orth, of Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/11/2020 End Date: 6/11/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E aa) QOn Rods (ft): 15 o 0 T L p °'n U� �'°' .� r u) _ E E a o — ZAfter Drilling (ft): 15 n_ 'ow o c a v aN After_ Hours (ft): o� U` a o `m 3 `� o C7 - Ha a� d o o o Z jCU m a ?� MATERIAL DESCRIPTION //� Dark Brown CLAY =f 15 20 Brown CLAY with limestone fragments Light Brown CLAY with limestone fragments Tan and Gray SHALY CLAY TEST BORING TERMINATED AT 20 FT 4.0 8.0 12.0 20.0 4.5+ 24 4.0 19 46 19 27 3.5 1.6 99 22 4.25 18 61 20 41 3.5 19 4.25 18 4.5+ 15 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 83 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/12/2020 End Date: 6/12/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): 6 w VAfter Drilling (ft): 15 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Light Brown CLAY with limestone fragments _5 Tan LIMESTONE with clay seams and layers V Tan and Gray SHALY CLAY 10 15 1 Gray CLAY _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n wo of "aL c5 @c) > �a C J Y - o 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 0.75 37 1.5 30 4.0 5.0 3.25 12 64 20 44 100/ 2.75" 8.0 2.25 29 71 23 48 0.0 Me 100/ 20.0 66 2.0" 1.75 30 5058 Brush Creek Rd. BORING NO.: 84 ALPHAN� t T E S T I N G PhonForte817-496-5600orth, Texas 119 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/12/2020 End Date: 6/12/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS o �•� E _ aa) 17 T L U� �'°' .� r E E a o QOn Rods (ft): p °'n u) c — ZAfter Drilling (ft): 17 n_ 'ow o� a o aN o a v 3 o After_ Hours (ft): U a� o o o `m m c� - Xa a ?� Z jCU a a MATERIAL DESCRIPTION Dark Brown CLAY 2.25 30 1.5 30 74 23 51 0.1 5 — 2.0 30 _ 6.0 Light Brown CLAY 2.25 28 2.75 26 10 _ 11.0 — � Tan CLAY 152.0 24 47 17 30 0.0 1 1.75 20 20 � 20.0 TEST BORING TERMINATED AT 20 FT ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 85 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/15/2020 End Date: 6/15/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): 12 w VAfter Drilling (ft): 10 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 5 Light Brown CLAY with calcareous nodules 10 1 15 Gray SHALE i _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F ov, a�a) u, o U 0) r.LD .°' >0) � E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 2.75 30 8.0 18.0 20.0 , 100/ 5.25" 2.0 31 1.75 31 2.75 26 2.5 22 50 19 31 1.25 22 5058 Brush Creek Rd. BORING NO.: 86 ALPHAN� T E S T I N G Texas 119 Sheet 1 1 t PhonForte817-496-5600orth, of Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/11/2020 End Date: 6/11/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E aa) w NONE QOn Rods (ft): o T p ° U� C.N r U) _ E a o - ZAfter Drilling (ft): DRY n_ 'ow o c a v a, aN After_ Hours (ft): o-�° U` a p `m 3 `� o C7 - Ha a� d o o o Z jCU m a ?� MATERIAL DESCRIPTION Dark Brown CLAY 1.25 37 1.25 38 - 5 2.25 30 70 22 48 0.4 _ 6.0 Brown CLAY 3.5 14 _ 8.0 Tan and Gray SHALY CLAY 4.5 22 73 23 50 0.9 10 4.5+ 22 15 4.5+ 21 20 20.0 TEST BORING TERMINATED AT 20 FT ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 87 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 10 15 20 Brown CLAY with limestone fragments Tan and Gray SHALY CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT 6.0 8.0 12.0 Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n wo of "aL c5 @c) > �a C J Y - o0 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.5 27 50/ X 4.25.25 " 50 20.0 X 2.75 29 70 22 48 0.5 2.5 1.2 88 31 3.0 30 4.5+ 21 70 23 47 5058 Brush Creek Rd. BORING NO.: 88 ALPHAN� T E S T I N G Texas 119 Sheet 1 1 t PhonForte817-496-5600orth, of Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E aa) QOn Rods (ft): 15 o 0 T L p°'n U� �'°' .� r u) _ E E a o ZAfter Drilling (ft): 15 n_ 'ow o c a v aN 2 After_ Hours (ft): o� U` a o `m 3 `� o C7 - Ha a� d o o o ?� Z jCU m a MATERIAL DESCRIPTION %/A Dark Brown CLAY 6.0 Brown CLAY with limestone fragments and calcareous deposits 10.0 Light Brown CLAY with gravel 20.0 TEST BORING TERMINATED AT 20 FT 3.5 28 3.25 4.5+ 3.75 4.5 3.0 4.5 28 26 30 81 27 54 0.9 21 15 11 5058 Brush Creek Rd. BORING NO.: 89 ALPHAN� T E S T I N G Texas 119 Sheet 1 1 t PhonForte817-496-5600orth, of Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/10/2020 End Date: 6/10/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E aa) QOn Rods (ft): 13 o 0 T L p °'n U� �'.m u) r _ E E a o - ZAfter Drilling (ft): 11 n_ o a c v After_ Hours (ft): ow o-�° _:E a �, aN p `m 3 `� o C7 - Ha a� d o o o Z jCU m a ?� MATERIAL DESCRIPTION Dark Brown CLAY - / 2.75 1.4 88 30 - 2.25 29 - 5 2.25 29 - - 3.0 27 72 20 52 - 3.0 26 10 i _ 12.0 Light Brown CLAYEY GRAVEL Q 15 X X 14 _20 20.0 TEST BORING TERMINATED AT 20 FT ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 90 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/10/2020 End Date: 6/10/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 5 , 10 6.0 Brown CLAY with limestone fragments Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 2.25 32 2.75 31 2.5 28 3.0 23 58 18 40 0.3 2.0 22 12.0 1 Tan and Gray SHALY CLAY 4.5+ 20 52 18 34 0.5 TEST BORING TERMINATED AT 20 FT 20.0 X 19 5058 Brush Creek Rd. BORING NO.: 91 ALPHAN� T E S T I N G Texas 719 Sheet 1 1 t PhonForte817-496-5600orth, of Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/10/2020 End Date: 6/10/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E aa) w QOn Rods (ft): NONE o T p ° U� C.N U) r _ E a - o ZAfter Drilling (ft): DRY n_ 'oW o a a, aN c v After_ Hours (ft): o-�° U` a p `m `� 3 o C7 - Ha a� d o o o ?� Z jCU m a MATERIAL DESCRIPTION / Dark Brown CLAY - 3.25 33 - 3.0 23 _ 4.0 Light Brown CLAY with limestone fragments - 5 3.75 19 52 19 33 - 2.0 17 8.0 Light Brown SHALY CLAY - 4.5+ 13 60 20 40 2.8 10 - 4.5+ 21 15 17.0 _ Gray SHALE 100/ _20 20.0 , 1.75" TEST BORING TERMINATED AT 20 FT ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 92 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: g 0) GROUND WATER OBSERVATIONS V On Rods (ft): 12 w VAfter Drilling (ft): 18 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Brown CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers 10 Tan SHALY CLAY 15 _20 Gray LIMESTONE with shale seams 1 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 2.5 33 4.0 6.0 16.0 20.0 L 27 100/ 1.5" 2.25 31 3.25 28 77 25 52 0.0 4.25 27 78 27 51 5058 Brush Creek Rd. BORING NO.: 93 ALPHAN� T E S T I N G Texas 119 Sheet 1 1 t PhonForte817-496-5600orth, of Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS �•� E aa) QOn Rods (ft): 12 o 0 T L p °'n U� �'.m r u) _ E E a o — ZAfter Drilling (ft): 12 n_ o c a v After_ Hours (ft): ow o� U` a aN o `m 3 `� o C7 - Ha a� d o o o Z jCU m a ?� MATERIAL DESCRIPTION %/A Dark Brown CLAY 10 15 20 With limestone fragments at 4 ft to 6 ft Light Brown CLAY with limestone fragments and calcareous deposits Light Brown GRAVELLY CLAY with calcareous deposits Light Brown CLAY TEST BORING TERMINATED AT 20 FT 6.0 8.0 15.0 20.0 4.5 23 3.5 27 3.0 27 4.25 21 67 21 46 4.5+ 28 14 60 21 39 2.5 2.75 20 20 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 94 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): 13 w VAfter Drilling (ft): 10 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 5 Light Brown CLAY with limestone fragments and calcareous deposits 10 1 Light Brown GRAVELLY CLAY SZ _15� j 20 TEST BORING TERMINATED AT 20 FT 8.0 10.0 20.0 Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 2.75 32 2.5 28 2.5 28 79 25 54 3.25 28 4.5 21 4.5+ 59 16 47 16 31 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 95 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n wo of "aL c5 @c) > �a C J Y - o 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5+ 28 3.25 31 77 26 51 0.0 2.75 28 6.0 Tan LIMESTONE with clay seams and layers 100/ 0.5" 100/ 0.75" 16.0 Gray LIMESTONE with shale seams 100/ 20.0 , 1.5" TEST BORING TERMINATED AT 20 FT ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 96 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.0 33 2.75 31 2.75 28 6.0 Light Brown CLAY with limestone fragments and calcareous deposits 4.5+ 19 72 23 49 0.0 8.0 Tan LIMESTONE with clay seams and layers 100/ 4.25" 100/ 0.75" 100/ 20.0 , 0.25" TEST BORING TERMINATED AT 20 FT ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 97 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): 13 w VAfter Drilling (ft): 10 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 5 With limestone fragments at 6 ft to 8 ft Light Brown CLAY With calcareous deposits at 8 ft to 10 ft 10 1 Q 15 Gray SHALE i _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F ov, a�a) u, o U 0) E.LD� .°' >0) � E_ E a -.1 n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.25 32 8.0 18.0 20.0 , 100/ 5.0" 3.0 29 3.0 1.2 91 30 3.25 29 3.5 21 56 20 36 0.3 1.0 30 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 98 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/9/2020 End Date: 6/9/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION VA Brown CLAY with gravel Light Brown GRAVELLY CLAY Tan LIMESTONE with clay seams and layers 5 _10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.5 28 84 30 54 2.0 3.25 14 4.0 100/ 3.0" 6 100/ 6 1.0" 100/ 0.25" 16.0 100/ 20.0 L 2.5" ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 99 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 5 Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _10 Tan and Gray SHALY CLAY 15 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT 6.0 8.0 12.0 16.0 Hammer Drop (Ibs / in): 140 / 30 a o Q o U oN �� o Fn U� 0) r.LD .°' >a> u�i E_ E a o n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.25 31 4.0 3.5 3.5 100/ 19.0 100/ 20.0L 0.25" 4.5+ 28 27 28 79 26 53 0.4 23 72 23 49 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 100 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/9/2020 End Date: 6/9/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY _10— _15— _20 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' o N a) U� r� >a> uci E_ E a > C J Y n 0�f 5) odv U 0ooc@o X_ m z°6n nZa a an v c3n a 3.5 30 2.0 100/ 5" 1. 100/ 3.25" 6 100/ 6 1.0" 17.0 100/ 20.0 , 0.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 101 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/9/2020 End Date: 6/9/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD� .°' >0) u�i E_ E a -.1 n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5 26 3.5 28 75 25 50 0.1 4.0 100/ 1.5" 100/ 2.0" 100/ 0.75" 100/ 20.0 , 0.5" ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 102 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Light Brown CLAY with limestone fragments and 5 calcareous deposits Tan LIMESTONE with clay seams and layers 10 _15_ Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U) C�:F o N a) o Fn U� 0) E� .°' >a> u�i E_ E a o n o f 5) @o > C J Y - 0�o2 dN U U X �Z 6 mzo J7 ain c?in Ha a D D o_ 4.0 6.0 100/ 4.0" 100/ 0.5" 17.0 20.0 L 100/ 100/ 3.0 32 3.75 1.1 98 24 2.0 17 48 16 32 0.0 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 103 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): 9 w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Brown CLAY 4.0 Light Brown CLAY with limestone fragments - with calcareous deposits at 4 ft to 8 ft 12.0 Tan LIMESTONE with clay seams and layers Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F ov, a�a) u, o U 0) E.LD� .°' >0) � E_ E a -.1 n wo of "aL c5 @c) > �a C J Y - o 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5+ 22 100/ 1.25" 18.0 Gray LIMESTONE with shale seams 100/ 20.0 TEST BORING TERMINATED AT 20 FT 2.0 28 2.75 1.0 106 19 69 22 47 0.0 3.0 15 2.0 19 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 104 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): 8 w VAfter Drilling (ft): 6 CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %//� Brown CLAY 5 10 _15 _20 4.0 Light Brown CLAY with limestone fragments and calcareous deposits i Q 8.0 Light Brown GRAVELLY CLAY Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n wo of "aL c5 @c) > �a C J Y - o0 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.25 24 13.0 Tan LIMESTONE with clay seams and layers 100/ 15.0 , 0.25" Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 100/ 20.0 , 0.5" 3.0 23 47 18 29 3.0 14 2.25 21 38 19 19 0.0 1.5 17 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 105 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/10/2020 End Date: 6/10/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 4.0 Light Brown CLAYEY GRAVEL 8.0 Tan LIMESTONE with clay seams and layers 18.0 Gray LIMESTONE with shale seams Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F ov, a�a) u, o U 0) r.LD .°' >0) � E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.5 23 100/ 5" 1. 100/ 2.25" 100/ 20.0 66 0.75" TEST BORING TERMINATED AT 20 FT 2.0 1.3 98 26 4.5+ 44 16 49 18 31 2.25 17 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 106 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/10/2020 End Date: 6/10/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 4.0 Light Brown CLAYEY GRAVEL with limestone fragments 8.0 Tan LIMESTONE with clay seams and layers Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n wo of "aL c5 @c) > �a C J Y - o0 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 2.0 28 100/ 2.5" 14.0 Gray LIMESTONE with shale seams L 100/ 1.01, 100/ 20.0 , 0.75" TEST BORING TERMINATED AT 20 FT 3.5 19 74 21 53 3.1 4.5+ 8 24 10 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 107 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/9/2020 End Date: 6/9/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: g 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Brown CLAY with limestone fragments Light Brown GRAVELLY CLAY with calcareous — 5 � deposits Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE with shale seams _15_ _20 TEST BORING TERMINATED AT 20 FT 2.0 4.0 6.0 Hammer Drop (Ibs / in): 140 / 30 a Q o U) C�:F o N a) o Fn U� 0) E� .°' >a> u�i E_ E a o n f 5) @o > C J Y - o 0�o2 dN U U X �Za 6 mzo J7 ain c?in H a o- 4.5+ 21 62 21 41 1 5" 1. 14.0 100/ 0.7575" 100/ 20.0 L 0.5" 2.5 27 4.0 11 37 17 20 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 108 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/10/2020 End Date: 6/10/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 4.0 Light Brown CLAY with limestone fragments 8.0 Tan LIMESTONE with clay seams and layers 12.0 Gray LIMESTONE with shale seams Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5 21 6 100/ 6 1.0" 6 100/ 6 1.0" 100/ 20.0 , 0.75" TEST BORING TERMINATED AT 20 FT 2.75 26 4.5+ 15 77 25 52 8 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 109 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/10/2020 End Date: 6/10/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: g 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 10 _15_ _20 Light Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers Gray LIMESTONE wth shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n wo of "aL c5 @c) > �a C J Y - o0 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 2.0 33 2.0 4.0 100/ 66 1.75" IL 100/ 0.25" 12.0 100/ 0.5" 20.0 , 100/ 1.25" 4.5+ 14 75 24 51 ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 110 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/10/2020 End Date: 6/10/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.0 22 - with limestone fragments at 3 ft N 4.0 Tan LIMESTONE with clay seams and layers , 100/ 4.0" 12.0 Gray LIMESTONE with shale seams 100/ 66 1.75" 6 100/ 6 1.0" 100/ 20.0 , 1.01, TEST BORING TERMINATED AT 20 FT 3.25 26 70 24 46 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 111 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/11/2020 End Date: 6/11/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Brown CLAY _10— _15_ _20 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5 3.1 98 23 3.75 25 73 22 51 4.0 50/ 66 1.0" 13.0 100/ 1.25" 6 100/ 6 1.0" 100/ 20.0 , 1.01, ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 112 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/11/2020 End Date: 6/11/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 3.0 Tan LIMESTONE with clay seams and layers 12.0 Gray LIMESTONE with shale seams Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.0 29 70 23 47 2.0 27 100/ 5.75" 100/ 2.75" 100/ 5" 1. 100/ 20.0 , 0.75" TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 113 ALPHAN� t T E S T I N G PhonForte817-496-5600orth, Texas 119 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/10/2020 End Date: 6/10/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS o �•� E _ aa) NONE > L U� �'.m r E E a o QOn Rods (ft): p ° U) c — ZAfter Drilling (ft): DRY n_ 'oW o—�° a o a, aN p a v 3 o After_ Hours (ft): U a� o o o `m m c� - Xa a ?� Z jCU a a MATERIAL DESCRIPTION Dark Brown CLAY 4.5+ 2.5 90 26 _ 2.0 Light Brown CLAY with limestone fragments 4.5+ 11 45 17 28 4.0 Tan CLAY with limestone fragments —5 4.0 13 41 16 25 0.0 J/ 3.25 17 _ 8.0 Tan LIMESTONE with clay seams and layers — , 100/ 10 0.5" _ 12.0 Gray LIMESTONE with shale seams — , 100/ 15 0.75" _20 20.0 L 100/ 100/ TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 114 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/10/2020 End Date: 6/10/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION VADark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' o N a) U� r� >a> uci E_ E a > C J Y n 0�f 5) odv U 0o2c@o X_ m z°°n nZa a an v c3n a 4.5+ 22 69 24 45 2.0 100/ 2.5" 9.0 100/ 1.0" 100/ 0.75" 100/ 20.0 , 0.75" ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 115 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/11/2020 End Date: 6/11/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Brown CLAY Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) E.LD� .°' >0) u�i E_ E a -.1 n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.5+ 22 4.0 Tan LIMESTONE with clay seams and layers , 100/ 1.25" 12.0 Gray LIMESTONE with shale seams 100/ 66 2.5" 100/ 0.75" 100/ 20.0 , 0.75" TEST BORING TERMINATED AT 20 FT 3.5 25 65 23 42 0.1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 116 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/11/2020 End Date: 6/11/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE with clay seams and layers _5_ _10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD� .°' >0) u�i E_ E a -.1 n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 4.25 25 2.25 30 78 26 52 0.3 4.0 100/ 1.25" 100/ 1.0" 100/ 15.0 , 0.75" 100/ 20.0 L 0.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 117 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/11/2020 End Date: 6/11/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY _10— _15_ _20 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' o N a) U� r� >a> uci E_ E a > C J Y n 0�f 5) odv U 0o2c@o X_ m z°°n nZa a an v c3n a 3.0 30 52 23 29 2.0 12.0 505 3,E 1 5" 1. 6 100/ 6 1.0" 100/ 20.0 , 0.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 118 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/11/2020 End Date: 6/11/2020 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL Hours (ft): 0NFAfter MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers 5 _10_ Gray LIMESTONE with shale seams _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n wo of "aL c5 @c) > �a C J Y - o 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 16 1.0 13.0 50/ " 2 100/ 3.5" 100/ 0.75" 100/ 20.0 , 0.75" ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 719 BORING NO.: 119 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/11/2020 End Date: 6/11/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Brown CLAY Tan LIMESTONE with clay seams and layers _5 _10_ Gray LIMESTONE with shale seams 15 Gray SHALE i _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F ov, a�a) u, o U 0) r.LD .°' >0) � E_ E a o n o wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 3.0 26 65 22 43 3.5 19 3.0 100/ 1.75" 100/ 5" 1. 13.0 100/ 0.5" 18.0 100/ 20.0 66 2.0" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 120 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/12/2020 End Date: 6/12/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Tan LIMESTONE with clay seams and layers _5 10_ Gray LIMESTONE with shale seams _15_ Gray SHALE _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' oN a_a) U� r.LD >0) u�i E_ E a "aL > C J Y n owo of c5 @c) �a 0 o c dcv U n v 3 cn X o_ z° cn ` 6 v m a cn �a a D Z o 4.5+ 2.2 86 24 80 28 52 2.0 100/ 5.25" 100/ 10.0 , 0.75" 100/ 0.75" 17.0 100/ 20.0 , 1.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 121 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/30/2020 End Date: 6/30/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Brown CLAY 10 15 20 Light Brown CLAY TEST BORING TERMINATED AT 10 FT 8.0 m Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 2.25 35 4.0 25 3.75 25 71 23 48 3.25 26 2.75 26 65 21 44 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 122 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 6/30/2020 End Date: 6/30/2020 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 10 15 20 Tan LIMESTONE with clay seams and layers Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F u, o 0) .°' o N a) U� r� >a> uci E_ E a > C J Y n 0�f 5) odv U 0o2c@o X_ m z°°n nZa a an v c3n a 4.0 30 2.0 39 8.0 Tan and Gray SHALY CLAY 4.5+ 16 71 23 48 10.0 TEST BORING TERMINATED AT 10 FT ALPHAN� t T E S T I N G 5058 Brush Creek Rd. PhonForte817-496-5600orth, Texas 119 BORING NO.: 123 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W201468 WHERE IT ALL BEGINS www.alphatesting.com Client: CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Project: Alpha Ranch Surface Elevation: Start Date: 6/30/2020 End Date: 6/30/2020 West: Drillin Method: CONTINUOUS FLIGHT AUGER North: 9 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 5 10 15 20 Light Brown CLAY with calcareous nods Tan and Gray SHALY CLAY TEST BORING TERMINATED AT 10 FT 4.0 8.0 m Hammer Drop (Ibs / in): 140 / 30 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U X� o� o 6 Z m J a cn Ha a D o 2.75 37 2.5 1.1 92 31 67 22 45 4.5+ 16 4.25 19 4.5+ 20 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 124 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 1/10/2022 End Date: 1/10/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY _ 2.0 Brown CLAY with limestone fragments 5 _ 6.0 Brown GRAVELY CLAY 10 _ 12.0 Tan and Gray SHALY CLAY 15 20 20.0 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a D o 100/ 7.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 125 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 1/10/2022 End Date: 1/10/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 15 20 Brown CLAY - with limestone fragments at 6-8ft - with gravel at 8-1 Oft Brown GRAVELY CLAY TEST BORING TERMINATED AT 15 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)� oN a_a) o u, U� 0) r� .°' >0) u�i E_ E a o n wo of "aL c5) N @o > �a C J Y - o0 0 O o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a D o 2.0 12.0 61 15.0 , ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 126 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 1/10/2022 End Date: 1/10/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 10 15 _20 Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n wo of "aL c5 @c) > �a C J Y - o0 0 O o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a D o 6.0 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 16.0 20.0 , 100/ 1.5" WN 100/ 2" 100/ 1.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 127 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 1/10/2022 End Date: 1/10/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 5 _ J 10 15 20 Tan LIMESTONE with clay seams and layers Tan CLAY with calcareous deposits and limestone fragments Tan and Gray SHALY CLAY TEST BORING TERMINATED AT 15 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F o N a) u, o U� 0) r� .°' >a> u�i E_ E a o n co of c5) @o > �a C J Y - o0 0 O o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a o_ 2.0 100/ 3" 4.0 m 15.0 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 128 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 1/10/2022 End Date: 1/10/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY _ 2.0 Brown CLAY with limestone fragments 5 10 10.0 Light Brown CLAY with gravel 15 15.0 Gray SHALY CLAY 20 20.0 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)� oN a_a) 0,55 U� 0) r� .°' >0) u�i E_ E a o n o0 wo of "aL c5) N @o > �a C J Y - 0 O o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a D o ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 129 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 1/10/2022 End Date: 1/10/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Brown GRAVELY CLAY _ 10, _15 20 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 15 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F u, o 0) .°' o N a) U� r� >a> uci E_ E a > C J Y n 0�f 5) odv U 0ooc@o X_ m CT a z°°n nZa a n v c3n a 2.0 100/ 3.25" 100/ 0.75" 100/ 1" 11.0 100/ 15.0 , 1.5" ALPHA N rTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 130 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 1/6/2022 End Date: 1/6/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS �On Rods (ft): 15 w *After Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION V/A Dark Brown and Brown CLAY 5J 10 N - with limestone fragments at 6-1 Oft Brown CLAY with gravel TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F o N a) u, o U� 0) r� .°' >a> u�i E_ E a o n o0 co of c5) @o > �a C J Y - 0 2 o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a D D o- 13.0 1 100/ 4.75" 20.0 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 131 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 1/10/2022 End Date: 1/10/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION VABrown CLAY with limestone fragments 10 J 15 20 6.0 Brown and Light Brown CLAY with gravel 12.0 1 Tan SHALY CLAY 15.0 TEST BORING TERMINATED AT 15 FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a D o ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 132 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 1/7/2022 End Date: 1/7/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Brown CLAY with limestone fragments ZrA Tan LIMESTONE with clay seams and layers _5_ _10 eGray SHALY CLAY 15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 Q o U)C�:F a u, o 0) .°' oN a_a) U� "aL r.LD >0) > u�i C E_ J E a o - n o wo of O c5 C @c) dN �a U 7 in Y U ?i 0 X o� o� o 6 0" m J a cn Ha Z o a 2.0 4.0 95 13.0 20.0 78 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 133 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 1/7/2022 End Date: 1/7/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY 2.0 Brown CLAY with limestone fragments 6.0 Light Brown GRAVELY CLAY 13.0 1 Tan and Gray SHALY CLAY 15.0 TEST BORING TERMINATED AT 15FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a D o ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 134 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 1/7/2022 End Date: 1/7/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION %/A Dark Brown CLAY Hammer Drop (Ibs / in): 170 / 24 a Q o U)� oN a_a) 0,55 U� 0) r� .°' >0) u�i E_ E a o n o wo of "aL c5) N @o > �a C J Y - 0 O o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a D o _ 2.0 Brown CLAY with gravel 3.0 Tan LIMESTONE with clay seams and layers — , 50/ 5 5.5" 68 _ 13.0 eTan and Gray SHALY CLAY 15 _20 20.0 TEST BORING TERMINATED AT 20FT ALPHA N rTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 135 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 1/7/2022 End Date: 1/7/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS �On Rods (ft): NONE w *After Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION VADark Brown CLAY with limestone fragments 5 10 15 20 Brown GRAVELY CLAY Tan LIMESTONE with clay seams and layers Tan and Gray SHALY CLAY TEST BORING TERMINATED AT 15FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN a_a) u, o U� 0) r� .°' >0) u�i E_ E a o n o0 wo of c5 @c) > �a C J Y - 0 O o_z C dN 0" U 7 in U ?i Xof � o� o 6 Z m J a cn Ha a D D o_ 4.0 6.0 95 85 13.0 1 15.0 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 136 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 1/7/2022 End Date: 1/7/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL Hours (ft): 0NFAfter MATERIAL DESCRIPTION Brown CLAY with limestone fragments and calcareous deposits 10 J 15 20 Brown GRAVELY CLAY Tan and Gray SHALY CLAY TEST BORING TERMINATED AT 20FT 6.0 13.0 20.0 Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a D o ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 137 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 1/7/2022 End Date: 1/7/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION VABrown CLAY with limestone fragments 5 10 J 15 20 Light Brown GRAVELY CLAY Brown and Light Brown CLAY with limestone fragments TEST BORING TERMINATED AT 15FT 4.0 6.0 15.0 Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n wo of "aL c5 @c) > �a C J Y - o0 0 O o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a D o ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 138 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W201468 www.alphatestiiig.com CTMGT Alpha Ranch, LLC Location: Fort Worth, Texas Alpha Ranch Surface Elevation: 1/6/2022 End Date: 1/6/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS V On Rods (ft): NONE w VAfter Drilling (ft): DRY CL 0NFAfter Hours (ft): MATERIAL DESCRIPTION VADark Brown CLAY with limestone fragments 5 10 - J 15 20 4.0 Brown CLAY with gravel 6.0 Brown GRAVELY CLAY 13.0 1 Tan SHALY CLAY 18.0 Gray SHALY CLAY 20.0 TEST BORING TERMINATED AT 20FT Hammer Drop (Ibs / in): 170 / 24 a Q o U)C�:F oN a_a) u, o U� 0) r.LD .°' >0) u�i E_ E a o n o0 wo of "aL c5 @c) > �a C J Y - 0 O o_z C dN 0" U 7 in U ?i X� o� o 6 Z m J a cn Ha a D o